Relevant bibliographies by topics / Soft Soil

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Soft Soil'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Soft Soil"

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Mad Said, Mohd Jazlan, Adnan Zainorabidin, and Aziman Madun. "Soil Velocity Profile on Soft Soil Using Seismic Refraction." Applied Mechanics and Materials 773-774 (July 2015): 1549–54. http://dx.doi.org/10.4028/www.scientific.net/amm.773-774.1549.

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Soil velocity profile often used as subsurface characterization by using geophysical technic. Seismic refraction is one of geophysical technique to determine primary wave (p-wave) velocity of soil profile. In this paper, seismic refraction technique has been performed on two different types of soft soil (peat soil and RECESS clay) for comparison of its p-wave velocity soil profile. From p-wave velocity soil profile comparison, its show the peat soil has soil velocity range from 211 m/s – 534 m/s at depth of 0 – 4 m while the soft clay show soil velocity range from 248 m/s – 1842 m/s at depth o
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Wahyuni, Dwi, Dewi Ratna, and Saloma S. aloma. "Reinforcement Of Soft Soil Using Soil Column Method (Soft Soil + CCR + RHA)." Sriwijaya Journal of Environment 5, no. 3 (2020): 172–77. http://dx.doi.org/10.22135/sje.2020.5.3.172-177.

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Saputra, Rusdi, and Yulvi Zaika. "Avoid construction failure by controlling settlement with a geosynthetic enchased geofoam granular column." E3S Web of Conferences 464 (2023): 01005. http://dx.doi.org/10.1051/e3sconf/202346401005.

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Soils with low bearing capacity (soft soils) can cause the collapse of overlying structures. Before the superstructure is built, the soft soil needs to be improved first. Effective methods to improve soft soils include applying vertical drain techniques or using geofoam materials. With vertical drains, such as PVD or sand drains, the soft soil settlement can be controlled, while geofoam can be used as a top layer material on soft soil. The purpose of this research is to investigate the performance of Sand Geofoam Granule Columns (SGGCs) as a vertical drain. These SGGCs consist of sand-geofoam
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Cao, Wei Ping, Min Zhao, and Qi Chao Shi. "A Numerical Analysis on the Behavior of End-Bearing Pile for Supporting Embankment over Soft Soils." Advanced Materials Research 378-379 (October 2011): 502–6. http://dx.doi.org/10.4028/www.scientific.net/amr.378-379.502.

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Piled embankments are increasingly used to construct highways on soft soils. End-bearing piles for supporting embankment exhibit different characteristics for the soil arch developed within the embankments. A numerical analysis was conducted to evaluate the soil stress concentration ratio, pile and soil settlements, pile axial force, negative skin friction (NSF) and location of the neutral plane (NP) during embankment filling and consolidation of soft soils. The results indicate that the stress concentration ratio varies with time and most of the embankment load is born by the pile. The soil p
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Jun, Sang Hyun, and Hyuk Jae Kwon. "Constitutive Relationship Proposition of Marine Soft Soil in Korea Using Finite Strain Consolidation Theory." Journal of Marine Science and Engineering 8, no. 6 (2020): 429. http://dx.doi.org/10.3390/jmse8060429.

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This paper proposes representative constitutive relationship equations of dredging and reclamation soft soil in Korea. The marine soft soils were sampled at 23 dredged-reclaimed construction sites in the Busan, Gwangyang, and Incheon regions in Korea; then, laboratory tests were carried out. The consolidation property was classified as LL = 60% for Busan and Gwangyang marine soft soil and LL = 30% for Incheon marine soft soil by conducting basic physical property tests and consolidation tests. Busan soft soil showed a slightly higher consolidation settlement property than Gwangyang soft soil.
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Parmance, Chandra Syah, Hijrawan AR Coda, Ichsan Rauf, Abdul Gaus, and Komang Arya Utama. "THE EFFECT OF QUICKLIME ON THE CBR VALUE OF SOFT SOIL STABILIZED WITH NICKEL SLAG AND ALUMUNIUM HYDROXIDE." American Journal of Applied Science and Technology 04, no. 12 (2024): 8–19. https://doi.org/10.37547/ajast/volume04issue12-02.

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The construction of road structures on soft soils is prone to structural damage due to the low bearing capacity of the soil under the load imposed by vehicles. Chemical stabilization is a popular method used to increase the bearing capacity of soft soils. This study aims to examine the effectiveness of soft soil stabilization using a mixture of lime, nickel slag, and aluminium hydroxide to enhance soil bearing capacity. The addition of lime as a binding agent is expected to reduce plasticity and increase soil strength, while nickel slag and aluminium hydroxide serve as additives that improve o
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Thomas, Ansu. "Soil Stabilisation by Analytical Techniques." IOP Conference Series: Earth and Environmental Science 1326, no. 1 (2024): 012125. http://dx.doi.org/10.1088/1755-1315/1326/1/012125.

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Abstract Soil stabilisation methods are being used for improving the soft soil for various engineering works such as construction of roads. Suitability and sustainability of the use of locally available materials in stabilizing the soft soils should be analysed. For the present study, X-ray diffraction (XRD), scanning electron microscope (SEM) and energy dispersive X-ray (EDX) analysis were done on soft and stabilised (optimum dosages of OPC, AGGBS and enzyme) samples after a curing period of 28 days. It is found that there is a reduction in montmorillonite peaks in XRD patterns of stabilised
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Anggraini, M., P. Dhamrodji, and H. Maizir. "Geofoam Block in Soft Soil Embankment Applications: A Review." IOP Conference Series: Earth and Environmental Science 1321, no. 1 (2024): 012019. http://dx.doi.org/10.1088/1755-1315/1321/1/012019.

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Abstract The major issues of building a road over soft soils are low bearing capacity and large settlements. The challenges of road construction on soft soils are enormous, so innovative and environmentally friendly methods are required. Geofoam is a type of lightweight infill material and was already used in Norway in road construction applications in 1972. Using Geofoam reduces compacted fill by 40%, less excavation required and less pulverization of native soil making this a time-saving and economically and environmentally viable solution. The purpose of Geofoam backfill is for lightweight
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Vincent, Azunna Chukwuma, and Chiedozie F. Ikebude. "A Comparative Study on the Stabilization of Soft Soil Using Agricultural Wastes (Baggase Ash (BA) And Rice Husk Ash (RHA)." International Journal of Civil Engineering, Construction and Estate Management 11, no. 2 (2023): 39–69. http://dx.doi.org/10.37745/ijcecem.14/vol11n23969.

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Soft soils are expansive soils, also referred to as tropical clay. Soft soil may cause instability to foundations thereby reducing their service life, this necessitates the adoption of a suitable soil stabilization method in order to improve the engineering properties of soft soils. This research work aims at comparing the strength properties of soft soil stabilized using two different agricultural wastes- Bagasse Ash (BA) and Rice Husk Ash (RHA). The studies were conducted to determine the properties of the natural and treated soft soils, the oxide composition of BA and RHA and the evaluation
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Villalobos, Miguel, and Celso Romanel. "Seismic Response of Soft Soil Deposit Using Simplified Models." E3S Web of Conferences 92 (2019): 16008. http://dx.doi.org/10.1051/e3sconf/20199216008.

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Near surface soils can greatly influence the amplitude, duration, and frequency content of ground motions. Surveys of the damage caused by earthquakes indicates that the lowest levels of damage occur in structures founded on rock or hard soil, while most of the damage occurs usually in structures founded in soft soil sites. With the aim to understand better the seismic response of soft soils deposits, not susceptible to liquefaction, this study made a comparison between the real seismic response registered in soft soil deposit in the 2011 Tohoku earthquake (Mw=9.1), with the response predicted
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Dissertations / Theses on the topic "Soft Soil"

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Rafalko, Susan Dennise. "Rapid Soil Stabilization of Soft Clay Soils for Contingency Airfields." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/35985.

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Since World War II, the military has sought methods for rapid stabilization of weak soils for support of its missions worldwide. Over the past 60 years, cement and lime have consistently been found to be among the most effective stabilizers for road and airfield applications, although recent developments show promise using nontraditional stabilizers. The purpose of this research is to determine the most effective stabilizers and dosage rates of stabilizers to increase the strength of soft clay soils (initial CBR = 2) within 72 hours for contingency airfields to support C-17 and C-130 aircraf
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Rouhanifar, Salman. "Mechanics of soft-rgid soil mixtures." Thesis, University of Bristol, 2017. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.730886.

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Nuno, Cristelo. "Deep soft soil improvement by alkaline activation." Thesis, University of Newcastle Upon Tyne, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.506707.

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Rothhämel, Mirja. "Near-surface soil stabilisation to reduce the frost susceptibility of soft soils." Licentiate thesis, Luleå tekniska universitet, Geoteknologi, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-71219.

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Low, Han Eng. "Performance of penetrometers in deepwater soft soil characterisation." University of Western Australia. School of Civil and Resource Engineering, 2009. http://theses.library.uwa.edu.au/adt-WU2010.0008.

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Offshore developments for hydrocarbon resources have now progressed to water depths approaching 2500 m. Due to the difficulties and high cost in recovering high quality samples from deepwater site, there is increasing reliance on in situ tests such as piezocone and full-flow (i.e. T-bar and ball) penetration tests for determining the geotechnical design parameters. This research was undertaken in collaboration with the Norwegian Geotechnical Institute (NGI), as part of a joint industry project, to improve the reliability of in situ tests in determining design parameters and to improve offshore
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Wilson, Daniel W. "Soil-pile-superstructure interaction in liquefying sand and soft clay /." Davis, Calif. : Center for Geotechnical Modeling, Dept. of Civil and Environmental Engineering, University of California, Davis, 1998. http://cgm.engr.ucdavis.edu/download/html.

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Schaefer, Vernon Ray. "Analysis of reinforced embankments and foundations overlying soft soils." Diss., Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/49886.

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The use of tensile reinforcement to increase the tensile strength and shear strength of soils has lead to many new applications of reinforced soil. The use of such reinforcing in embankments and foundations over weak soils is one of the most recent applications of this technology. The studies conducted were concerned with the development of and application of analytical techniques to reinforced soil foundations and embankments over weak soils. A finite element computer program was modified for application to reinforced soil structures, including consolidation behavior of the foundation soil.
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Zhang, Rongan Engineering &amp Information Technology Australian Defence Force Academy UNSW. "Finite element study of geosynthetic encased stone columns in sensitive soft clay." Awarded by:University of New South Wales - Australian Defence Force Academy. Engineering & Information Technology, 2009. http://handle.unsw.edu.au/1959.4/44263.

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Some normally consolidated soft soils manifest strength sensitivity, ie these soil manifest strain softening when shear in an undrained mode. These soils, referred to as sensitive soft soils, have the typical features of strain hardening in drained shearing and strain softening in undrained shearing. The consolidation lines of these soils are also curved (concave upwards) in the semi-log space. However, under high consolidation stress or upon large shearing, these soils re-gain the features of re-constituted soil. Ground improvement methods like stone columns were reported as not effective whe
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Bame, Abda Berisso. "New Method of Sinking Caisson Tunnel in Soft Soil." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for bygg, anlegg og transport, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-23298.

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Sinking a caisson tunnel in soft soil is new idea and this new concept could be an alternative method of tunneling in soft soil. The aim of this study is to evaluate geotechnical feasibility of sinking the caisson tunnel to the desired depth at the selected soil profile along tunnel alignment. This caisson tunneling method is proposed to reduce the use of temporary works such as propping of sheet pile walls and increase the ease and speed of construction. Besides, it reduces the disturbance on the nearby structures due to vibration.
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Alkhorshid, Nima Rostami. "Analysis of geosynthetic encased columns in very soft soil." reponame:Repositório Institucional da UnB, 2017. http://repositorio.unb.br/handle/10482/32033.

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Tese (doutorado)—Universidade de Brasília, Faculdade de Tecnologia, Departamento de Engenharia Civil e Ambiental, 2017.<br>Submitted by Raquel Almeida (raquel.df13@gmail.com) on 2017-10-25T15:24:11Z No. of bitstreams: 1 2017_NimaRostamiAlkhorshid.pdf: 7386972 bytes, checksum: 238f441115959a3c09f983f6db0ef8d7 (MD5)<br>Approved for entry into archive by Patrícia Nunes da Silva (patricia@bce.unb.br) on 2018-06-04T14:03:43Z (GMT) No. of bitstreams: 1 2017_NimaRostamiAlkhorshid.pdf: 7386972 bytes, checksum: 238f441115959a3c09f983f6db0ef8d7 (MD5)<br>Made available in DSpace on 2018-06-04T14:03:43Z (
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Books on the topic "Soft Soil"

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M, Koerner Robert, ed. Soft soil stabilization using geosynthetics. Elsevier AppliedScience, 1987.

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1933-, Koerner Robert M., ed. Soft soil stabilization using geosynthetics. Elsevier Applied Science, 1988.

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Amari͡an, L. S. Soft soil properties and testing methods. A.A. Balkema, 1993.

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International, Symposium on Underground Construction in Soft Ground (1994 New Delhi India). Underground construction in soft ground: Proceedings of the International Symposium on Underground Construction in Soft Ground, New Delhi, India, 3 January 1994. A.A. Balkema, 1995.

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Almeida, Marcio de Souza Soares de, Mario Vicente Riccio Filho, Iman Hosseinpour Babaei, and Dimiter Alexiew. Geosynthetic Encased Columns for Soft Soil Improvement. CRC Press, 2018. http://dx.doi.org/10.1201/9781315177144.

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Kramer, Steven L. Seismic response: Foundations in soft soils : final technical report, Research Project GC 8719, Task 25, Seismic soft soils. Washington State Dept. of Transportation, Washington State Transportation Commission, Transit, Research, and Intermodal Planning (TRIP) Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1993.

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Nagaraj, T. S. Soft clay behaviour: Analysis and assessment. A.A. Balkema, 2001.

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International Conference on Soft Soil Engineering (4th 2006 Vancouver, B.C.). Soft soil engineering: Proceedings of the Fourth International Conference on Soft Soil Engineering, Vancouver, Canada, 4-6 October, 2006. Edited by Chan David and Law K. T. Taylor & Francis, 2007.

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Workshop on Soft and Sensitive/Swelling Soils for Hydraulic Structures (1993 Jaisalmer, India). Workshop on Soft & Sensitive/Swelling Soils for Hydraulic Structures: November 2-4, 1993, Jaisalmer. Central Soil and Materials Research Station, 1993.

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Zhu, Hanhua, Zhijun Wu, Mengchong Chen, and Yongli Zhao. Controlling Differential Settlement of Highway Soft Soil Subgrade. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-0722-5.

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Book chapters on the topic "Soft Soil"

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"Soil improvement." In Soft Soil Engineering. Taylor & Francis, 2006. http://dx.doi.org/10.1201/9781439833926.pt8.

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"very soft soil." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_220590.

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"Soft Ground (Soil)." In Practical Tunnel Construction. John Wiley & Sons, Inc., 2012. http://dx.doi.org/10.1002/9781118350270.ch3.

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"soft cohesive soil." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_194996.

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Lacasse, Suzanne. "Parameters for soft clays." In Soft Soil Engineering. Routledge, 2017. http://dx.doi.org/10.1201/9780203739501-3.

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Yuwen, Yang, L. G. Tham, P. K. K. Lee, and Y. Tsui. "A Case study—Soil nailing wall in soft soil." In Soft Soil Engineering. Routledge, 2017. http://dx.doi.org/10.1201/9780203739501-64.

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"Keynote papers." In Soft Soil Engineering. Taylor & Francis, 2006. http://dx.doi.org/10.1201/9781439833926.pt1.

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"Embankment and dams." In Soft Soil Engineering. Taylor & Francis, 2006. http://dx.doi.org/10.1201/9781439833926.pt2.

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"Foundation." In Soft Soil Engineering. Taylor & Francis, 2006. http://dx.doi.org/10.1201/9781439833926.pt3.

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"Large scale experiment and case study." In Soft Soil Engineering. Taylor & Francis, 2006. http://dx.doi.org/10.1201/9781439833926.pt4.

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Conference papers on the topic "Soft Soil"

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Andromalos, Kenneth B., Yasser A. Hegazy, and Brian H. Jasperse. "Stabilization of Soft Soils by Soil Mixing." In Soft Ground Technology Conference. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40552(301)16.

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van Baars, S. "Viscous Soft-Soil Modeling." In Geo-Denver 2007. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40901(220)15.

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Scheller, Paul O., and Wolfgang Reitmeier. "Combined Soil Stabilization with Vertical Columns (CSV): A New Method to Improve Soft Soils." In Soft Ground Technology Conference. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40552(301)10.

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Richardson, Thomas L., Wing Heung, and Gary Kuhns. "Soft Soil Engineering in Central Florida." In Soft Ground Technology Conference. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40552(301)7.

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Haan, Evert J. den, Hein L. Jansen, Benno A. N. Koehorst, and Bob R. F. Woldringh. "Evaluation of Test Embankment on Organic Soil Reinforced by Cement-Stabilized Soil Columns—Hoeksche Waard, Netherlands." In Soft Ground Technology Conference. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40552(301)35.

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Zaki, M. "Correlation of soft clay and shear strength in West Jakarta." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-54.

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Abstract. Most geotechnical problems are soft soils, where geotechnical science is very unique, due to limited data, engineer experience, multi-phase, heterogeneous and variable attachment to one another. West Jakarta has 56 urban villages as one of the strategic cities that has a large distribution of soft soil with a thickness that varies more than 4 meters. Sampling was conducted randomly in all urban villages, with testing in the form of sondir, boring machine, uds, soil properties and soil engineering. the results obtained are a well-bound relationship between water content and soft soil
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Fox, Nathaniel S., and Tuncer B. Edil. "Case Histories of Rammed Aggregate Pier Soil Reinforcement Construction over Peat and Highly Organic Soils." In Soft Ground Technology Conference. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40552(301)12.

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Burke, George K., David L. Lyle, Allen L. Sehn, and Todd E. Ross. "Soil Mixing Supports a Deepwater Bulkhead in Soft Soils." In Ports Conference 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40555(2001)32.

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Lixin, Qian, Ye Weimin, and Chen Bao. "Soil-Water Characteristic Curves and Permeability of Shanghai Soft Soils." In Fourth International Conference on Unsaturated Soils. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)131.

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Dhillon, Ranvir, Moustafa El-Gindy, Rustam Ali, David Philipps, Fredrik Öijer, and Inge Johansson. "Sensitivity Analysis of Smoothed Particle Hydrodynamics in PAM-CRASH for Modeling of Soft Soils." In ASME 2013 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/detc2013-12024.

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The rapid progression of computational power and development of non-mesh particle modeling techniques provides solutions to problems which are not accurately modeled using traditional finite element analysis techniques. The field of soft soil modeling has been pressing on in recent years and the smoothed particle hydrodynamics (SPH) modeling method in PAM-CRASH provides opportunity for further advancement in accuracy. This research focuses on the development of soft soil models using SPH with verification using pressure-sinkage and shear strength criterion. Soil model parameters such as geomet
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Reports on the topic "Soft Soil"

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Rushing, John, Bradley Hansen, and Michael Parker. Improved trafficability over soft soils using ground matting. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49559.

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Soft soils pose mobility challenges, even for vehicles designed with superior off-road capabilities. When numerous vehicles travel the same path, permanent deformation of the soil can result in rut depths that exceed vehicle ground clearance. These challenges can be overcome by modifying ground conditions to improve bearing capacity or spreading wheel loads over a greater area. Researchers at the U.S. Army Engineer Research and Development Center conducted field tests to quantify the performance benefits of a ground matting system made of connected fiberglass panels designed to improve vehicle
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Deaton and Frost. L51571 Pipe-Soil Interaction Tests on Sand and Soft Clay. Pipeline Research Council International, Inc. (PRCI), 1987. http://dx.doi.org/10.55274/r0010291.

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This project was performed to establish a basis for developing pipe-soil interaction models suitable for PRCI's pipeline design program: "PIPEDYN". Full-scale pipe-soil tests on loose and dense sand and soft clay were performed at the Norwegian Hydrotechnical Laboratory, affiliated with SINTEF. The program tested soil resistance to lateral motions of full-scale (0.5 m and 1.0 m OD) pipe sections on loose and dense sand and soft clay. A test rig was used with a soil flume 12.5 m long, 1.8 m wide, and 0.6 m high, and containing 13.5 m3 of sand or soft clay. Three control signals were applied to
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Wang, Yao, Jeehee Lim, Rodrigo Salgado, Monica Prezzi, and Jeremy Hunter. Pile Stability Analysis in Soft or Loose Soils: Guidance on Foundation Design Assumptions with Respect to Loose or Soft Soil Effects on Pile Lateral Capacity and Stability. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317387.

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The design of laterally loaded piles is often done in practice using the p-y method with API p-y curves representing the behavior of soil at discretized points along the pile length. To account for pile-soil-pile interaction in pile groups, AASHTO (2020) proposes the use of p-multipliers to modify the p-y curves. In this research, we explored, in depth, the design of lateral loaded piles and pile groups using both the Finite Element (FE) method and the p-y method to determine under what conditions pile stability problems were likely to occur. The analyses considered a wide range of design scen
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Unknown, Author. L51672 Weight Coating Design for Submarine PL On-Bottom Stability. Pipeline Research Council International, Inc. (PRCI), 1992. http://dx.doi.org/10.55274/r0010538.

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There were two main objectives of this research. The first objective was to verify SINTEFs' pipe/soil interaction model test results, on which the A.G.A. Level 2 and 3 soil models are based. The second objective was to quantify the amount of conservatives built into the model equations for stiffer clay soils (above 30 psf shear strength). The original testing (at SINTEF) was done in soft clay soils (30 psf), and extrapolations to stiffer soils were done very conservatively, because data was not available. To accomplish these two objectives, pipe-soil interaction model tests were conducted at T
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Lieng, Sotberg, and Brennodden. L51570 Energy Based Pipe-Soil Interaction Models. Pipeline Research Council International, Inc. (PRCI), 1988. http://dx.doi.org/10.55274/r0010091.

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The purpose of this project was to complete a handbook with practical design procedures for submarine pipeline on-bottom stability. The remaining part of the handbook was primarily a description of the interaction between non-trenched pipelines and the seabed where the pipelines were free to move under environmental loading. The objective of this project was to determine the lateral soil resistance forces on a pipeline moving cyclically during hydro-dynamic loading. To meet the goal, full-scale pipe-soil interaction tests were conducted. The models presented in this report are based on the res
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Myneni, Satish, C. In-situ Evaluation of Soil Organic Molecules: Functional Group Chemistry Aggregate Structures, Metal & Surface Complexation Using Soft X-Ray. Office of Scientific and Technical Information (OSTI), 2008. http://dx.doi.org/10.2172/942132.

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Oliynyk, Kateryna, and Matteo Ciantia. Application of a finite deformation multiplicative plasticity model with non-local hardening to the simulation of CPTu tests in a structured soil. University of Dundee, 2021. http://dx.doi.org/10.20933/100001230.

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In this paper an isotropic hardening elastoplastic constitutive model for structured soils is applied to the simulation of a standard CPTu test in a saturated soft structured clay. To allow for the extreme deformations experienced by the soil during the penetration process, the model is formulated in a fully geometric non-linear setting, based on: i) the multiplicative decomposition of the deformation gradient into an elastic and a plastic part; and, ii) on the existence of a free energy function to define the elastic behaviour of the soil. The model is equipped with two bonding-related intern
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Battams, Nathan. Coup d’œil sur la santé mentale en milieu de travail au Canada. L’Institut Vanier de la famille, 2016. http://dx.doi.org/10.61959/tcmf2888f.

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Nous sommes tous confrontés à la maladie mentale à un moment ou à un autre de notre vie, que ce soit personnellement ou par l’entremise d’un membre de la famille, d’un ami, d’un voisin ou d’un collègue. Les problèmes de santé mentale peuvent avoir des répercussions importantes sur le plan individuel, mais ils risquent aussi, par un biais préjudiciable, de « s’infiltrer » en milieu de travail, dans les collectivités, au sein de l’économie et dans l’ensemble de la société, si bien que personne n’en sort indemne. Dans un tel contexte, il importe d’aborder le soutien en santé mentale dans une pers
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Lopez Ruiz, Maria Camila, Micaela Largent, Tracy Becker, and Jennie Watson-Lamprey. Correlation of Ground Motion Duration with Spectral Acceleration and Implications for Expected Bridge Performance. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/pjpa6337.

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Construction or detailed evaluation of transportation infrastructure requires site-specific ground motions for input into nonlinear structural models. These site-specific ground motions are generally selected based on the magnitude, distance, and site condition of the recorded ground motion. A preliminary study performed by Slate Geotechnical Consultants found that duration and spectral acceleration are negatively correlated for large-magnitude earthquakes recorded on soft-soil sites (Vs30&lt;360 m/s). This means that if the target spectral acceleration is above average, then the average durat
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Fernandes, R. A., and N. Djamai. Simplified Level 2 Vegetation Processor – Canada Centre for Remote Sensing (SL2P-CCRS) for estimating biophysical variables using multispectral-imager data. Natural Resources Canada/CMSS/Information Management, 2025. https://doi.org/10.4095/pgf517rsk9.

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Il existe un consensus sur la nécessité de surveiller globalement les variables biophysiques du couvert végétal à une résolution moyenne (&lt;1 ha) et avec une fréquence de &lt;=10 jours (Organisation Météorologique Mondiale, 2016). Les capteurs satellites multispectraux conçus pour satisfaire aux exigences de mesure pour cette tâche sont et continueront d'être disponibles (https://gcos.wmo.int/en/essential-climate-variables/requirements). Le Simplified Level 2 Processor – D (SL2P-D) produit des estimations des variables biophysiques du couvert végétal à partir d'entrées de réflectance multisp
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