Log in

Relevant bibliographies by topics / Remolded clay / Journal articles

To see the other types of publications on this topic, follow the link: Remolded clay.

Journal articles on the topic 'Remolded clay'

Author: Grafiati

Published: 8 June 2024

Last updated: 31 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Remolded clay.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

Chu, Chengfu, Zilong Wu, Yongfeng Deng, Yonggui Chen, and Qiong Wang. "Intrinsic compression behavior of remolded sand–clay mixture." Canadian Geotechnical Journal 54, no. 7 (2017): 926–32. http://dx.doi.org/10.1139/cgj-2016-0453.

Full text

Abstract:

A series of incremental loading oedometer tests was conducted on pure clays and sand–clay mixtures with various sand/clay ratios and clay mineral compositions. The void indexes Iv and IvH were introduced to evaluate their intrinsic compressibility. Test results revealed that Iv was more suitable for depicting the compression behavior of pure clays than IvH; whereas, for the compressibility of sand–clay mixtures, the normalized compression line by using Iv was obviously different from that of pure clays and traditional soils due to the presence of sand particles. Therefore, a four-phase analysi

APA, Harvard, Vancouver, ISO, and other styles

2

Li, Jian, Shanxiong Chen, and Lingfa Jiang. "Dynamic Strength and Accumulated Plastic Strain Development Laws and Models of the Remolded Red Clay under Long-Term Cyclic Loads: Laboratory Test Results." Polish Maritime Research 22, s1 (2015): 89–94. http://dx.doi.org/10.1515/pomr-2015-0038.

Full text

Abstract:

Abstract The dynamic strength and accumulated plastic strain are two important parameters for evaluating the dynamic response of soil. As a special clay, the remolded red clay is often used as the high speed railway subgrade filling, but studies on its dynamic characteristics are few. For a thorough analysis of the suitability of the remolded red clay as the subgrade filling, a series of long-term cyclic load triaxial test under different load histories are carried out. Considering the influence of compactness, confining pressure, consolidation ratio, vibration frequency and dynamic load to th

APA, Harvard, Vancouver, ISO, and other styles

3

Waheed, Mohanned, and Noor Asmael. "Assessment of the Numerical Behavior of Remolded and Undisturbed Clayey Soil." Civil and Environmental Engineering 20, no. 2 (2024): 742–53. https://doi.org/10.2478/cee-2024-0056.

Full text

Abstract:

Abstract The simulation of soil behavior using finite element analysis depends mainly on the input parameters considered in analysis, moreover, in the case of clayey soil, most of the experimental studies for small models are performed on remolded samples because of difficulty of providing undisturbed soils. This leads to unreal results for numerical analysis as the validation process of numerical results is performed on remolded sample. It was conducted experimental work on remolded clay including load-settlement tests of model footing at three states on undrained cohesion (cu), and then perf

APA, Harvard, Vancouver, ISO, and other styles

4

Zang, Meng, Jun Tai, and Haijun Lu. "Microstructure and Mechanical Properties of Expansive Clay under Drying–Wetting Cycle." Applied Sciences 13, no. 13 (2023): 7464. http://dx.doi.org/10.3390/app13137464.

Full text

Abstract:

Expansive clay is one of the most widely distributed soils in the world. Due to its rich content of strongly hydrophilic minerals—such as montmorillonite—expansive clay exhibits substantial swelling and shrinkage properties, and overconsolidation. The formation process of undisturbed expansive clay has a long and complicated geological history and innumerable drying–wetting cycles, resulting in the formation of special internal structures. In this study, the mud-to-natural-consolidation deposition process was simulated using a saturated mud-remolded sample preparation device, and then, mud-rem

APA, Harvard, Vancouver, ISO, and other styles

5

Waheed, Mohanned Q., and Noor M. Asmael. "Evaluation of Elasticity Modulus of Clayey Soil from Undrained Shear Strength." E3S Web of Conferences 427 (2023): 01028. http://dx.doi.org/10.1051/e3sconf/202342701028.

Full text

Abstract:

The modulus of elasticity represents the soil stiffness; it was used to design and analyze the foundation, slope stability, retaining structure, etc. It is one of the main input parameters used in the finite element method for analyzing soil behavior. The scope of this study is to evaluate the correlation between the modulus of elasticity (E) and the cohesion of the soil (cu) for the remolded and undisturbed samples of clayey soil so it can assess the effect of lateral confining pressure on the soil modulus of elasticity. The unconfined test is chosen for remolded soil to identify the stress-s

APA, Harvard, Vancouver, ISO, and other styles

6

Helle, Tonje Eide, Steinar Nordal, Per Aagaard, and Ole Kristian Lied. "Long-term effect of potassium chloride treatment on improving the soil behavior of highly sensitive clay — Ulvensplitten, Norway." Canadian Geotechnical Journal 53, no. 3 (2016): 410–22. http://dx.doi.org/10.1139/cgj-2015-0077.

Full text

Abstract:

Re-establishing high salt concentration in leached low-saline, highly sensitive clays significantly improves their mechanical properties. Long-term effects on quick clay exposed to diffusion of potassium chloride (KCl) from salt wells installed in 1972 at Ulvensplitten, Oslo, Norway, are investigated. The increased undrained and remolded shear strengths, as well as increased Atterberg limits, remain 30 to 40 years later. The undisturbed shear strength increased from less than 10 to 25–30 kPa, and the remolded shear strength increased from less than 0.5 to more than 6 kPa. The liquid limit incr

APA, Harvard, Vancouver, ISO, and other styles

7

Liu, Xianru, Jianguang Li, Ren Yi, and Kuangjie Zhao. "Modified Cam-clay Model Parameters M of Kunming Red Clay." Journal of Physics: Conference Series 2455, no. 1 (2023): 012019. http://dx.doi.org/10.1088/1742-6596/2455/1/012019.

Full text

Abstract:

Abstract Red clay is widely distributed in Kunming. At present, there are many engineering projects in Kunming, and many engineering projects are built on red clay. Therefore, it is very important to study the mechanical properties of red clay. Kunming red clay was remolded and prepared, and triaxial consolidation drainage tests of remolded saturated clay with the same water content and different dry densities were designed. Through the triaxial consolidation drainage test, the shear strength parameters of Kunming saturated red clay and the modified Cam-clay model parameters are obtained. The

APA, Harvard, Vancouver, ISO, and other styles

8

Karakan, Eyyüb. "Comparative Analysis of Atterberg Limits, Liquidity Index, Flow Index and Undrained Shear Strength Behavior in Binary Clay Mixtures." Applied Sciences 12, no. 17 (2022): 8616. http://dx.doi.org/10.3390/app12178616.

Full text

Abstract:

In geotechnical engineering applications, it is very important to obtain the undrained shear strength of remolded soils accurately and reliably. This study aims to obtain a trustworthy solution to determine the undrained shear strength of remolded clay mixtures using Atterberg limit test results in various states of consistency. An experimental study was carried out involving a wide range of clay mixtures of varying plasticity and geological origin. In the analyses, the variation in the undrained shear strength of remolded soil depending on the cone penetration depth, water content, flow index

APA, Harvard, Vancouver, ISO, and other styles

9

Hu, Jinhu, Banglong Zhou, Penggang Li, Jing Wang, and Yayuan Yang. "Pressure-Amplified Structural Superiority in Silty Clays: Dynamic Divergence Between Undisturbed and Remolded States." Buildings 15, no. 13 (2025): 2319. https://doi.org/10.3390/buildings15132319.

Full text

Abstract:

Silty clay is extensively distributed in northern China. Numerous seismic events have demonstrated that underground structures embedded in silty clay strata are prone to severe damage during earthquakes. This study employs dynamic cyclic triaxial tests on undisturbed and remolded specimens (50–300 kPa confining pressures) to pioneer the quantification of pressure-amplified structural superiority. The experimental results reveal that: (1) Undisturbed soils exhibit 20–30% higher maximum shear stress (τdmax) and shear modulus (Gdmax) than remolded counterparts at 300 kPa, far exceeding the <5%

APA, Harvard, Vancouver, ISO, and other styles

10

Barzegar, AR, RS Murray, GJ Churchman, and P. Rengasamy. "The strength of remolded soils as affected by exchangeable cations and dispersible clay." Soil Research 32, no. 2 (1994): 185. http://dx.doi.org/10.1071/sr9940185.

Full text

Abstract:

The tensile strengths of remoulded samples of five Australian soils with differing clay type, texture and shrink-swell potential were measured as a function of exchangeable cations (Na, Ca and Mg) and exchangeable sodium percentage (ESP). Spontaneously and mechanically dispersible clays were also determined as a function of ESP. The tensile strength changed with the nature of the exchangeable cation, clay content and amounts of spontaneously and mechanically dispersible clay. In Ca-soils, the tensile strength was highly correlated with clay content and CEC. Regression analyses of data for soil

APA, Harvard, Vancouver, ISO, and other styles

11

Hara, Hisao, and Hosei Uehara. "Characteristics of Deformation on Remolded Shimajiri Clay." Doboku Gakkai Ronbunshu, no. 561 (1997): 109–18. http://dx.doi.org/10.2208/jscej.1997.561_109.

Full text

APA, Harvard, Vancouver, ISO, and other styles

12

Graham, J., and E. C. C. Li. "Comparison of Natural and Remolded Plastic Clay." Journal of Geotechnical Engineering 111, no. 7 (1985): 865–81. http://dx.doi.org/10.1061/(asce)0733-9410(1985)111:7(865).

Full text

APA, Harvard, Vancouver, ISO, and other styles

13

Lefebvre, Guy, Karol Rohan, and Jean-Pierre Milette. "Erosivity of intact clay: Influence of the natural structure." Canadian Geotechnical Journal 23, no. 4 (1986): 427–34. http://dx.doi.org/10.1139/t86-072.

Full text

Abstract:

Erodibility drill hole tests have been conducted on three Eastern Canadian clays on intact structured specimens, on specimens destructured by consolidation, and on remolded and reconsolidated specimens. The intact structured clay is highly resistant to erosion; links between particles can resist high tractive stresses. The resistance to erosion is drastically decreased however when the clay is destructured by consolidation or remolding. The decrease varies from one clay to the other; after consolidation the resistance to erosion is very low for the St. Hyacinthe clay but still high for the St.

APA, Harvard, Vancouver, ISO, and other styles

14

Lefebvre, Guy, Karol Rohan, and Serge Douville. "Erosivity of natural intact structured clay: Evaluation." Canadian Geotechnical Journal 22, no. 4 (1985): 508–17. http://dx.doi.org/10.1139/t85-071.

Full text

Abstract:

Previous studies on erodibility of cohesive soil are briefly reviewed and it is concluded that experimental observations have been mainly concerned with remolded and reconsolidated or weathered clays. The structure effect, which is considered important in the behaviour of natural intact clay, especially for Eastern Canadian clays, has not up to now been really considered in the evaluation of clay erodibility. This paper proposes a new laboratory technique for the study of the erodibility of natural intact clays and presents results of a testing program on three Canadian clays. The results indi

APA, Harvard, Vancouver, ISO, and other styles

15

Ran, Xianwen, Xuan Zou, Jingyuan Zhou, and Wenhui Tang. "Shock Properties of One Unsaturated Clay and Its Equation of State Up to 30 GPa." Crystals 12, no. 1 (2022): 119. http://dx.doi.org/10.3390/cryst12010119.

Full text

Abstract:

The complicated composition of unsaturated clay, e.g., solid mineral particles, water, and air, makes it difficult to get its precise equation of state (EOS) over a wide pressure range. In this paper, the high-pressure EOS of unsaturated clay was discussed at the mesoscale. With the original clay extracted from the southern suburbs of Luoyang city, China, three unsaturated clays with moisture contents of 0%, 8%, and 15%, respectively, were remolded. Their Hugoniot parameters in the pressure range of 0–30 GPa were measured using a one-stage or two-stage light gas gun. With the measured Hugoniot

APA, Harvard, Vancouver, ISO, and other styles

16

Yamada, Suguru, Masayuki Hyodo, Rolando P. Orense, and S. V. Dinesh. "Initial Shear Modulus of Remolded Sand-Clay Mixtures." Journal of Geotechnical and Geoenvironmental Engineering 134, no. 7 (2008): 960–71. http://dx.doi.org/10.1061/(asce)1090-0241(2008)134:7(960).

Full text

APA, Harvard, Vancouver, ISO, and other styles

17

Zhao, Dan, Qian-Feng Gao, Mahdia Hattab, Pierre-Yves Hicher, and Zhen-Yu Yin. "Microstructural evolution of remolded clay related to creep." Transportation Geotechnics 24 (September 2020): 100367. http://dx.doi.org/10.1016/j.trgeo.2020.100367.

Full text

APA, Harvard, Vancouver, ISO, and other styles

18

Shi, X. S., and I. Herle. "Modeling the compression behavior of remolded clay mixtures." Computers and Geotechnics 80 (December 2016): 215–25. http://dx.doi.org/10.1016/j.compgeo.2016.07.007.

Full text

APA, Harvard, Vancouver, ISO, and other styles

19

Chapuis, Robert P., and Tony Gatien. "An improved rotating cylinder technique for quantitative measurements of the scour resistance of clays." Canadian Geotechnical Journal 23, no. 1 (1986): 83–87. http://dx.doi.org/10.1139/t86-010.

Full text

Abstract:

The methods developed to predict the action of eroding fluid on cohesive soils lead to contradictory predictions. Most of them are questionable since they ignore the physicochemical parameters that seem to control the erosion process. In order to study the scour resistance of intact or remolded cohesive soils, a rotating cylinder technique allowing for the control of essential parameters was recently improved by the authors. Intact or remolded samples can be used. The water quality is controlled in order to respect the in situ physicochemical conditions. The shear stress transmitted by water t

APA, Harvard, Vancouver, ISO, and other styles

20

Wang, Heng, Gongzhou Li, Fangbo Ning, Wei Gao, and Bin Su. "Unconfined Compression Test on In Situ Frozen Clay Sampled from Frozen Wellbore." Geofluids 2022 (March 8, 2022): 1–10. http://dx.doi.org/10.1155/2022/6564345.

Full text

Abstract:

Based on the current shortcomings in frozen wall designations, in which the unconfined compressive strength test parameters of undisturbed and remolded frozen soils are used for calculations, in situ frozen soil samples were taken from a frozen wellbore, and unconfined compressive strength tests were performed in this study. The test results showed significant discreteness in the in situ freezing uniaxial compressive strength of the cohesive soil, with low test repeatability. Because of the anisotropy of the original soil structure, the elastic modulus of 31.3% of the undisturbed frozen soil w

APA, Harvard, Vancouver, ISO, and other styles

21

Niu, Shuo. "Behavioral analysis and structural evolution of bothkennar clay: Insights from laboratory and field investigations." Advances in Engineering Innovation 13, no. 1 (2024): 55–70. https://doi.org/10.54254/2977-3903/13/2024140.

Full text

Abstract:

Bothkennar clay is a type of soft clay found near the Firth of Forth in Scotland, at the Bothkennar site, which was established in the late 1980s as a national research center for advanced studies on soft clays. This paper analyzes the behavior of Bothkennar clay under both natural and remolded conditions, drawing on data from laboratory and field experiments. Special attention is given to the results of triaxial tests and oedometer tests, which are crucial for understanding the stress-strain response under different stress paths. The analysis largely employs the Cam-clay model, a widely used

APA, Harvard, Vancouver, ISO, and other styles

22

Weng, Zhenqi, Yueyue Zheng, Qinhao Zhu, Honglei Sun, and Dingyu Ni. "Effects of Granular Gradation on the Compressibility and Permeability of Lime-Stabilized Slurry with High Water Content." Applied Sciences 13, no. 7 (2023): 4101. http://dx.doi.org/10.3390/app13074101.

Full text

Abstract:

Lime stabilization is one of the main methods to achieve efficient treatment and resource utilization of waste slurry. This study investigated the compressibility and permeability of lime-stabilized slurry with different granular gradations based on the ultra-low stress consolidation/permeability test and identified the stabilization mechanism of lime-stabilized slurry with high water content by mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM) tests. The test results indicated that (i) lime-stabilized slurry with high water content showed obvious evidence of remolded

APA, Harvard, Vancouver, ISO, and other styles

23

Yamada, Suguru, Masayuki Hyodo, Rolando P. Orense, S. V. Dinesh, and Taichi Hyodo. "Strain-Dependent Dynamic Properties of Remolded Sand-Clay Mixtures." Journal of Geotechnical and Geoenvironmental Engineering 134, no. 7 (2008): 972–81. http://dx.doi.org/10.1061/(asce)1090-0241(2008)134:7(972).

Full text

APA, Harvard, Vancouver, ISO, and other styles

24

Yao, Wang, Xi’an Li, Ning Zhang, et al. "A Feasible Method for Evaluating the Uniformity of Remolded Loess Samples with Shear Strength." Buildings 13, no. 1 (2023): 145. http://dx.doi.org/10.3390/buildings13010145.

Full text

Abstract:

The precision and reliability of test findings are closely related to the uniformity of remolded loess samples. Although many methods to evaluate the uniformity of remolded loess have been proposed, they have not been widely accepted, due to the many defects. Therefore, it is necessary to explore the evaluation method and index of the uniformity of remolded loess samples in laboratory tests. In this paper, variations in shear strength and microscopic properties along the sample height were examined using the direct shear test and scanning electron microscopy (SEM) test. The feasibility and rel

APA, Harvard, Vancouver, ISO, and other styles

25

Jong, E. De, L. M. Kozak, and H. B. Storehouse. "Comparison of shrink-swell indices of some Saskatchewan soils and their relationships to standard soil characteristics." Canadian Journal of Soil Science 72, no. 4 (1992): 429–39. http://dx.doi.org/10.4141/cjss92-036.

Full text

Abstract:

Shrink-swell indices for 27 soil samples (representing the major horizons of eight soil profiles) were determined and related to soil texture, organic and inorganic C content, and specific surface area. The coefficient of linear extension was measured from saturation and from 33 kPa matric suction to oven-dryness on undisturbed clods (COLEclod) and on remolded samples of the less than 2-mm fraction (COLErod); the Atterberg limits were determined on the less than 0.4-mm fraction. COLEclod, COLErod and the plasticity index were highly correlated with each other and with clay content and surface

APA, Harvard, Vancouver, ISO, and other styles

26

Cui, Guang Qin, Zeng Rong Liu, and Chen Guang Ma. "Elasto-Plastic Constitutive Model Considering the Influences of Soil Structure and Anisotropy." Applied Mechanics and Materials 405-408 (September 2013): 478–82. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.478.

Full text

Abstract:

Structure and anisotropy are two fundamental aspects of natural clays. They cant be ignored because of their significant influences on soils strength and stress-strain behavior, etc. Therefore, anisotropic tensor and structural parameters are introduced in Modified Cam Clay Model which is only suitable for isotropic remolded clays, and evolution laws of them are given in this paper. Thus, an elasto-plastic constitutive model considering the influences of natural soil structure and anisotropy is established. Most parameters involved in this model have explicit physical meaning and are easily de

APA, Harvard, Vancouver, ISO, and other styles

27

Jiang, Yuzhou, Dongxing Wang, and Shengjie Di. "On the compression behavior of remolded cement-admixed soft clay." Marine Georesources & Geotechnology 36, no. 3 (2017): 323–30. http://dx.doi.org/10.1080/1064119x.2017.1317305.

Full text

APA, Harvard, Vancouver, ISO, and other styles

28

Bryson, L. Sebastian, and Ali Salehian. "Performance of constitutive models in predicting behavior of remolded clay." Acta Geotechnica 6, no. 3 (2011): 143–54. http://dx.doi.org/10.1007/s11440-011-0144-5.

Full text

APA, Harvard, Vancouver, ISO, and other styles

29

Josh, Matthew, and Ben Clennell. "Broadband electrical properties of clays and shales: Comparative investigations of remolded and preserved samples." GEOPHYSICS 80, no. 2 (2015): D129—D143. http://dx.doi.org/10.1190/geo2013-0458.1.

Full text

Abstract:

The dielectric permittivity of mudrocks cannot be determined from the mixing ratios of the constituent minerals and brine and their individual dielectric response. The high-frequency dielectric permittivity is linked ([Formula: see text] correlation) to water content, but the relationship is complicated by mineral type and the hydration state. The cation exchange capacity (CEC) and specific surface area (SSA) determine the establishment of a polarizable electrical double layer and give rise to the long range diffusion of ions leading to Maxwell-Wagner polarization. This ultimately determines t

APA, Harvard, Vancouver, ISO, and other styles

30

Park, Yeong Mog, Ik Joo Um, Norihiko Miura, and Seung Cheol Baek. "A Change of Undrain Shear Strength of Soft Ground during Consolidation Process." Applied Mechanics and Materials 513-517 (February 2014): 269–72. http://dx.doi.org/10.4028/www.scientific.net/amm.513-517.269.

Full text

Abstract:

The purpose of this study is to investigate the undrain shear strength increment during consolidation process of soft clayey soils. Thirty kinds of laboratory triaxial tests have been performed using undisturbed and remolded Ariake clay samples with different degree of consolidation and 5 kinds of confining pressure. Test results show that well known linear equation proposed by Yamanouchi et al.(1982) is overestimated the strength of undisturbed soft clay ground in the process of consolidation. A new simple and reasonable exponential equation proposed in this paper.

APA, Harvard, Vancouver, ISO, and other styles

31

Wang, Min, Ling Wei Kong, and Xiao Yan Wang. "Study on Dynamical Modulus and Damping Ratio of Lime-Treated Soil." Advanced Materials Research 487 (March 2012): 534–38. http://dx.doi.org/10.4028/www.scientific.net/amr.487.534.

Full text

Abstract:

In order to study dynamic properties of lime-treated expansive clay, a comprehensive series of laboratory tests were conducted via dynamic triaxial test system. The influences of factors such as moisture content, confining pressure, vibration frequency, consolidation ratio and the number of cycles on dynamic characteristics were discussed. It is found that the dynamic stress-strain curves of lime-treated expansive clay show the general trend of hyperbola. Compared with the remoulded expansive soil, the bearing capacity of lime improved expansive soil is higher than remolded soil.

APA, Harvard, Vancouver, ISO, and other styles

32

Attom, Mousa, Sameer Al-Asheh, Mohammad Yamin, et al. "Soil Improvement Using Plastic Waste–Cement Mixture to Control Swelling and Compressibility of Clay Soils." Buildings 15, no. 8 (2025): 1387. https://doi.org/10.3390/buildings15081387.

Full text

Abstract:

Clay soils are known to have a high swelling pressure with an increase in water content. This behavior is considered a serious hazard to structures built upon them. Various mechanical and chemical treatments have historically been used to stabilize the swelling behavior of clay soils. This work investigates the potential use of shredded plastic waste to reduce the swelling pressure and compressibility of clay soils. Two types of highly plastic clay (CH) soils were selected. Three different dimensions of plastic waste pieces were used, namely lengths of 0.5 cm, 1.0 cm, and 1.5 cm, with a width

APA, Harvard, Vancouver, ISO, and other styles

33

Dahal, Bhim Kumar, and Jun-Jie Zheng. "Compression behavior of reconstituted clay: A study on black clay." Journal of Nepal Geological Society 55, no. 1 (2018): 55–60. http://dx.doi.org/10.3126/jngs.v55i1.22789.

Full text

Abstract:

The soft and black clay found in the Kathmandu Valley is locally known as Kalomato which is highly compressible and weak. The Kalomato from the Khasibazaar is taken as study material. Experimental study is carried out on undisturbed, remoulded and reconstituted soil samples to determine the compression behavior. The study revealed that the undisturbed soil sample has the highest compression index among all samples while the remolded sample has the lowest compression index. The reconstituted soil sample using cement shows that the compression index increases with the increase in cement content

APA, Harvard, Vancouver, ISO, and other styles

34

Wang, Dong Lin. "Experimental Study on Relationship between Saturation Degree and Void Ratio of Remolded Soils on Drying Path." Advanced Materials Research 194-196 (February 2011): 1045–48. http://dx.doi.org/10.4028/www.scientific.net/amr.194-196.1045.

Full text

Abstract:

By using of shrinkage curve, the empirical relationship between the degree of saturation and the void ratio on drying path was established for four types of soils including sand, silt, clay and soft clay. It was indicated that during the process of drying, the soil samples continuously shrunk with the decrease of saturation degree. For test samples of sand and silt, the curve of saturation degree and void ratio is flat; For test samples of clay and silt clay, however, the shrinkage of the soil samples was almost fulfilled when the degree of the saturation of soil samples decreased to 90% and t

APA, Harvard, Vancouver, ISO, and other styles

35

Fukuda, Fumihiko, Toshiyuki Mitachi, and Satoru Shibuya. "Induced Anisotropy Appeared in the Deformation and Strength of Remolded Clay." Soils and Foundations 37, no. 4 (1997): 139–48. http://dx.doi.org/10.3208/sandf.37.4_139.

Full text

APA, Harvard, Vancouver, ISO, and other styles

36

王, 洪云. "Cumulative Deformation Characteristics of Soft Clay Remolded Samples under Cyclic Loading." Hans Journal of Civil Engineering 09, no. 09 (2020): 942–49. http://dx.doi.org/10.12677/hjce.2020.99098.

Full text

APA, Harvard, Vancouver, ISO, and other styles

37

Chapuis, Robert P. "Quantitative measurement of the scour resistance of natural solid clays." Canadian Geotechnical Journal 23, no. 2 (1986): 132–41. http://dx.doi.org/10.1139/t86-023.

Full text

Abstract:

The erosion of clayey soils is a complex phenomenon that includes various types of erosive actions. A tentative classification of erosion processes is proposed. This paper concentrates on the scour resistance of solid clays. Available prediction methods are reviewed. Generally they propose relationships between physical or mechanical parameters and the critical hydraulic shear stress, [Formula: see text]c, that defines a boundary between "no erosion" and "erosion". It became apparent that the physicochemical parameters of both the clay and the eroding water control the erosion process. However

APA, Harvard, Vancouver, ISO, and other styles

38

Li, Jian, Shang-Xiong Chen, and Ling-Fa Jiang. "Test study on the influences of dynamic stress and load history to the dynamic properties of the remolded red clay." Earth Sciences Research Journal 20, no. 4 (2016): 1. http://dx.doi.org/10.15446/esrj.v20n4.54400.

Full text

Abstract:

The dynamic properties of subgrade materials are critical factors affecting stability within the traffic engineering discipline. Remolded red clays are frequently used as subgrade filling materials, however, to date, a paucity of data exist on to the dynamic properties of this material. Accordingly, a large number of dynamic triaxial tests under cyclic loads were carried out to quantify the suitability of remolded red clay as subgrade filling. Several potentially influencing dynamic factors were considered, including dynamic stress, vibration frequency, consolidation confining pressure, consol

APA, Harvard, Vancouver, ISO, and other styles

39

Qamar, Wajeeha, Ammad Hassan Khan, Zia ur Rehman, and Zubair Masoud. "Sustainable Application of Wool-Banana Bio-Composite Waste Material in Geotechnical Engineering for Enhancement of Elastoplastic Strain and Resilience of Subgrade Expansive Clays." Sustainability 14, no. 20 (2022): 13215. http://dx.doi.org/10.3390/su142013215.

Full text

Abstract:

Agro-biogenic stabilization of expansive subgrade soils is trending to achieve cost-effective and sustainable geotechnical design to resist distress and settlement during the application of heavy traffic loads. This research presents optimized remediation of expansive clay by addition of proportionate quantities of waste renewable wool-banana (WB) fiber composites for the enhancement of elastoplastic strain (ԐEP), peak strength (Sp), resilient modulus (MR) and California bearing ratio (CBR) of expansive clays. Remolded samples of stabilized and nontreated clay prepared at maximum dry density (

APA, Harvard, Vancouver, ISO, and other styles

40

Xu, Panpan, Qiying Zhang, Hui Qian, and Wengang Qu. "Effect of Sodium Chloride Concentration on Saturated Permeability of Remolded Loess." Minerals 10, no. 2 (2020): 199. http://dx.doi.org/10.3390/min10020199.

Full text

Abstract:

Loess contains many sodium and chloride ions that can easily be leached when seepage occurs, thus affecting the mechanical properties of loess. This study investigated a series of sodium chloride solution concentrations to explore their influence on the permeability of remolded loess, as well as the underlying mechanism of such. The results indicated that the saturated hydraulic conductivity of remolded loess increases with time in response to different sodium chloride concentrations, and the sample was more permeable with increasing concentration. Moreover, the salt effect promoted the dissol

APA, Harvard, Vancouver, ISO, and other styles

41

Yan, Changbin, Xiao Xu, and Lei Huang. "Identifying the Impact Factors of the Dynamic Strength of Mudded Intercalations during Cyclic Loading." Advances in Civil Engineering 2018 (August 16, 2018): 1–9. http://dx.doi.org/10.1155/2018/5805294.

Full text

Abstract:

Despite reports on previous research associated with the dynamic strength of mudded intercalations during cyclic loading, a systematic investigation of the impact factors of this strength is still valuable. This work aimed at experimentally revealing the impact factors of the strength along with their impacts. The potential impact factors considered in this work include (i) water content, (ii) clay mineral composition, (iii) clay content, (iv) confining pressure, and (v) cyclic failure time. Specimens of mudded intercalations were collected from China and were remolded and prepared for a dynam

APA, Harvard, Vancouver, ISO, and other styles

42

Shang, Xiang-yu, Guo-qing Zhou, and Yong Lu. "Stress-dependent undrained shear behavior of remolded deep clay in East China." Journal of Zhejiang University-SCIENCE A 16, no. 3 (2015): 171–81. http://dx.doi.org/10.1631/jzus.a1400255.

Full text

APA, Harvard, Vancouver, ISO, and other styles

43

Banerjee, Subhadeep, and Sardar Malek. "Assessment of a Hyperbolic Model for Undrained-Cyclic Shearing of Remolded Clay." Journal of Engineering Mechanics 146, no. 7 (2020): 04020064. http://dx.doi.org/10.1061/(asce)em.1943-7889.0001780.

Full text

APA, Harvard, Vancouver, ISO, and other styles

44

Ye, Wanjun, Yiqian Chen, Chong Gao, Tengfei Xie, Hongjun Jing, and Yousheng Deng. "Experimental Study on the Microstructure and Expansion Characteristics of Paleosol Based on Spectral Scanning." Journal of Spectroscopy 2021 (January 15, 2021): 1–11. http://dx.doi.org/10.1155/2021/6689073.

Full text

Abstract:

To investigate the microstructure of paleosol and its expansion characteristics, the paleosol of the Zaosheng #3 tunnel of the Yinxi high-speed railway was studied. Based on X-ray diffraction (XRD), energy-dispersive X-ray spectroscopy (EDX), nuclear magnetic resonance (NMR), and scanning electron microscopy techniques (SEM), the microstructure of the paleosol was analyzed in terms of the mineral composition, formation elements, pore structure, and particle morphology. Five groups of undisturbed and remolded soils with different moisture contents were tested for the unloaded expansion rate and

APA, Harvard, Vancouver, ISO, and other styles

45

Li, Shun Qun, Ling Xia Gao, and Shou Xi Chai. "Study on Micro-Structure Rebuild of Clay in Process of Consolidation." Advanced Materials Research 168-170 (December 2010): 685–89. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.685.

Full text

Abstract:

Vacuum freeze drying method is applied to prepare samples for SEM from one-dimensional consolidation clay which suffered different pressures from original remolded state. And then simple and synthetical micro-structure parameters of SEM photos obtained from some section are studied to uncover relation between mechanics properties and micro-structure. The results tell us that the first principal component approximately linear increases with consolidation pressure. It is distinct that the synthetical parameters are superior to the simple parameters in construction soil mechanics relation because

APA, Harvard, Vancouver, ISO, and other styles

46

Olek, Bartłomiej, Paweł Dobak, and Grażyna Gaszyńska-Freiwald. "Sensitivity evaluation of Krakowiec clay based on time-dependent behavior." Open Geosciences 10, no. 1 (2018): 718–25. http://dx.doi.org/10.1515/geo-2018-0057.

Full text

Abstract:

Abstract Time resistance of soil structure in oedometer IL (Incremental Loading) tests was defined by Janbu as specific dependence between load and development of strain during consolidation process. Anumber of laboratory tests have been conducted in order to study the time dependent behaviour of the natural and remoulded clay, thereby providing sensitivity evaluation. The soil sensitivity framework was applied to represent the effect of structure and stress dependency on the time resistance number. For this purpose, the creep behavior of structured and remolded clay during consolidation were

APA, Harvard, Vancouver, ISO, and other styles

47

Dung, Nguyen Tien, and Phyu Sin Khin. "Compressibility characteristics of clays in the Red River Delta." Journal of Science and Technology in Civil Engineering (STCE) - HUCE 17, no. 1 (2023): 41–57. http://dx.doi.org/10.31814/stce.nuce2023-17(1)-04.

Full text

Abstract:

The Red River Delta (RRD) is the second largest delta in Vietnam and is a significant economic zone in the country, encompassing important cities and economic zones. Geologically, the delta consists of clay layers distributed all over its area, which strongly impact the foundation designs of the infrastructure system (e.g., highways, industrial parks, harbors). However, up to date, there were no comprehensive studies on the compressibility characteristics of the clays in the delta. This study presents a primary study on some compressibility characteristics of clays in the whole delta with an e

APA, Harvard, Vancouver, ISO, and other styles

48

Lin, P., Z. x. Li, A. Garg, and J. S. Yadav. "Simplified analyses of stress induced anisotropy in remolded soft clay under undrained conditions." Archives of Materials Science and Engineering 2, no. 105 (2020): 56–64. http://dx.doi.org/10.5604/01.3001.0014.5762.

Full text

Abstract:

Purpose: The soil’s anisotropy induced by stress (i.e. stress induced anisotropy) has an important effect on the behavior of soil. This paper focuses on analyzing the anisotropy of remolded Shantou soft clay under compression stress path. Design/methodology/approach: Experiments were executed by using three axle experimental instruments. The data obtained from the plain strain tests were analyzed and the relationship between stress and strain was calculated by using the modified Duncan- Chang and Lade-Duncan models. The models were modified under the condition of plain strain and cohesion. Fin

APA, Harvard, Vancouver, ISO, and other styles

49

Lim, Hyeongmin. "A Study on Consolidation Characteristics of Remolded Clay due to the Liquid Limit." Journal of the Korean Geoenvironmental Society 15, no. 5 (2014): 67–74. http://dx.doi.org/10.14481/jkges.2014.15.5.67.

Full text

APA, Harvard, Vancouver, ISO, and other styles

50

Yu, Shuman, and Yi Shan. "Experimental Comparison and Study on Small-Strain Damping of Remolded Saturated Soft Clay." Geotechnical and Geological Engineering 35, no. 5 (2017): 2479–83. http://dx.doi.org/10.1007/s10706-017-0244-6.

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!