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Relevant bibliographies by topics / Grouting

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Academic literature on the topic 'Grouting'

Author: Grafiati

Published: 4 June 2021

Last updated: 28 July 2024

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Journal articles on the topic "Grouting"

1

Liu, Jun, Qingsong Zhang, Lianzhen Zhang, Fang Peng, Zhipeng Li, and Xianjie Weng. "Model Test on Segmental Grouting Diffusion Process in Muddy Fault of Tunnel Engineering." Geofluids 2020 (December 19, 2020): 1–12. http://dx.doi.org/10.1155/2020/6698011.

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In order to realize the diffusion law of segmental grouting in muddy fault of tunnel engineering, a three-dimensional grouting diffusion simulation test has been done. Three times of grouting operation have been done for three adjacent sections in grouting pipe. Grouting pressure, injection rate, soil pressure field, and seepage pressure field have been real-time monitored in three grouting stages. The effect of segmental grouting operation on soil pressure field and effective stress field has been analyzed. Results show that previous grouting operation can affect later grouting operation. Due to previous grouting operation, the grouted stratum can be compacted and grouting diffusion will conquer greater resistance in later grouting stages. Correspondingly, grouting pressure increases and injection rate decreases in the later grouting stage. There exists a limited influence range for a single grouting operation. For every grouting stage, soil pressure and effective stress in the section which the injection hole locates in are affected effectively by grouting operation. By contrast, soil pressure and effective stress in section away from injection hole are affected relatively weakly by grouting operation. With distance to injection hole increasing, compaction degree and reinforcement effect of grouted muddy fault decay in space. Multisegmental grouting method has significant advantages over single grouting method. Ineffectively compacted area by previous grouting operation can be effectively compacted by later grouting operation from adjacent injection hole. As a result, uniformity of grouting reinforcement effect can be improved, and weakly reinforcement area can be reduced.

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Li, Zhipeng, Shucai Li, Haojie Liu, Qingsong Zhang, and Yanan Liu. "Experimental Study on the Reinforcement Mechanism of Segmented Split Grouting in a Soft Filling Medium." Processes 6, no. 8 (August 17, 2018): 131. http://dx.doi.org/10.3390/pr6080131.

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Subsection split grouting technology can effectively improve the grouting efficiency and homogeneity of grouting in a target reinforcement area. It is therefore necessary to clarify the reinforcement mechanism and characteristics of the soft filling medium under the condition of split grouting. A three-dimensional grouting simulation test of segmented split grouting in a soft filling medium was conducted. The distribution characteristics and thicknesses of the grouting veins were obtained under the condition of segmented grouting. The mechanical mechanism of segmented split grouting reinforcement, based on the distribution characteristics of different grouting veins, was revealed. After grouting, a uniaxial compression test and an indoor permeation test were conducted. Based on the method of the region-weighted average, the corresponding permeability coefficient and the elastic modulus of each splitting-compaction region were obtained. The quantitative relationship between the mechanical properties and the impermeability of the soft filling medium before and after grouting was established. The results revealed that three different types of veins were formed as the distance from the grouting holes increased; namely, skeleton veins, cross-grid grouting veins, and parallel dispersed grouting veins. The thicknesses of the grouting veins decreased gradually, whereas the number of grouting veins increased. Moreover, the strikes of the grouting vein exhibited increased randomness. The reinforcement effect of segmental split grouting on soft filling media was mainly confirmed by the skeleton support and compaction. The elastic modulus of the grouting reinforcement solid increased on average by a factor that was greater than 100, and the permeability coefficient decreased on average by a factor that was greater than 40 in the direction of the parallel grouting vein with the most impermeable solid. The research results may be helpful in the investigation of the split grouting reinforcement mechanism under the condition of segmented grouting.

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Li, Zhipeng, Lianzhen Zhang, Dayong Sun, Qingsong Zhang, Deming Wang, and Lige Wang. "Quantitative Design Method for Grouting in Sand Layers: Practice in Qingdao Metro Line 2." Processes 10, no. 5 (April 24, 2022): 840. http://dx.doi.org/10.3390/pr10050840.

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Grouting is an effective method to reduce permeability and improve the mechanical performance of sand layers, preventing a disastrous inrush of sand and water. A scientific grouting design scheme is the premise for satisfying grouting reinforcement requirements. Due to a lack of theoretical basis for current grouting designs, grouting projects are conducted empirically and blindly. This paper presents a quantitative design method for grouting in sand layers. Based on this method, a quantitative design is realized for judgment of the grouting mode, determination of grouting range and calculation of grouting reinforcement effect. Moreover, for the fracture–compaction grouting mode, a theoretical model is proposed to calculate the grouting process, considering the coupling effect of grout flow and sand layer deformation. Meanwhile, a calculation method for reinforcement is put forward, which can connect macroscopic performance of the grouted body and individual performance of grout veins, compacted sand and undisturbed sand. In order to verify the efficiency of the grouting design method, it has been used in a sand grouting project in Qingdao Metro Line 2. In this project, judgment of the grouting mode, selection of grouting type and determination of grouting parameters have been completed based on the design method. Several inspection approaches have been performed to evaluate the effectiveness of the grouting design, showing that engineering stability was guaranteed after the grouting operation.

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Li, Zhipeng, Lianzhen Zhang, Dayong Sun, Qingsong Zhang, Deming Wang, and Lige Wang. "Quantitative Design Method for Grouting in Sand Layers: Practice in Qingdao Metro Line 2." Processes 10, no. 5 (April 24, 2022): 840. http://dx.doi.org/10.3390/pr10050840.

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Grouting is an effective method to reduce permeability and improve the mechanical performance of sand layers, preventing a disastrous inrush of sand and water. A scientific grouting design scheme is the premise for satisfying grouting reinforcement requirements. Due to a lack of theoretical basis for current grouting designs, grouting projects are conducted empirically and blindly. This paper presents a quantitative design method for grouting in sand layers. Based on this method, a quantitative design is realized for judgment of the grouting mode, determination of grouting range and calculation of grouting reinforcement effect. Moreover, for the fracture–compaction grouting mode, a theoretical model is proposed to calculate the grouting process, considering the coupling effect of grout flow and sand layer deformation. Meanwhile, a calculation method for reinforcement is put forward, which can connect macroscopic performance of the grouted body and individual performance of grout veins, compacted sand and undisturbed sand. In order to verify the efficiency of the grouting design method, it has been used in a sand grouting project in Qingdao Metro Line 2. In this project, judgment of the grouting mode, selection of grouting type and determination of grouting parameters have been completed based on the design method. Several inspection approaches have been performed to evaluate the effectiveness of the grouting design, showing that engineering stability was guaranteed after the grouting operation.

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5

Wang, Kai, Lianguo Wang, Bo Ren, and Hao Fan. "Understanding the Effect of Cementitious Grouting Pressure on Micro-Fracture Permeability for Rock Reinforcement Underground: A Lab Study." Energies 13, no. 16 (August 15, 2020): 4225. http://dx.doi.org/10.3390/en13164225.

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In grouting support projects, due to the small concealment of micro-fractures, the support effect often fails to meet design requirements. The percolation effect is a common factor that causes grouting failure, and the influence of grouting pressure on the percolation effect is very obvious. In this article, a design of a micro-fracture grouting experimental system is presented that can realize high-pressure grouting and then uses a variety of ultrafine cements to carry out high- and low-pressure grouting tests under different fracture opening conditions, thereby obtaining the grouting pressure and accumulated grouting weight during the grouting process. The results show that a combination of the grouting pressure curve and the cumulative grouting weight curve can determine whether the ultrafine cement will have a percolation effect. Increasing the grouting pressure can reduce the critical fracture opening value and also reduce the occurrence of the percolation effect. The research results provide a theoretical basis for the high-pressure grouting of micro-fracture rock masses and offer certain guiding significance for the design of high-pressure grouting support schemes.

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Yang, Jianyu, Yanhui Cheng, and Weichao Chen. "Experimental Study on Diffusion Law of Post-Grouting Slurry in Sandy Soil." Advances in Civil Engineering 2019 (March 3, 2019): 1–11. http://dx.doi.org/10.1155/2019/3493942.

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In order to study the diffusion law of grouting slurry in sand areas, the grouting of cement slurry in sand was analyzed by the indoor grouting test under different water-cement ratios, grouting pressures, grouting amounts, and soil qualities, and the law of the post-grouting slurry is obtained. The results show that the grouting method is affected by the grouting pressure, water-cement ratio, grouting amount, and soil quality. Under the same grouting pressure, the diffusion modes of different water-cement ratio grouts in sands with different permeability coefficients, which are mainly manifested as osmotic diffusion, are basically the same; under the same water-cement ratio, when the grouting pressure is relatively small, the diffusion of modes of slurry is mainly osmotic in sand. The diffusion radius of cement slurry in sand has a good power function relationship with grouting pressure, water-cement ratio, permeability coefficient, and grouting amount. And, the empirical function model of slurry diffusion radius is proposed by regression analysis. The research results provide a certain theoretical and experimental reference for post-grouting in sandy areas.

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Miao, Qiang Qiang, Qing Qing Zhu, and Shu Ping Jiang. "Application of Grouting Technology in the Geotechnical Engineering." Applied Mechanics and Materials 744-746 (March 2015): 442–46. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.442.

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Through detailed investigation to development status of grouting technique, summarizes the classification of geotechnical grouting technology, selection of materials grouting, Finally, by anchoring engineering and tunneling engineering described in detail grouting process，grouting order, grouting parameters and grouting end standard in the geotechnical engineering application，This research has practical guidance and theoretical reference value for similar projects.

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Niu, Jiandong, Zewei Li, Weiheng Gu, and Kang Chen. "Experimental Study of Split Grouting Reinforcement Mechanism in Filling Medium and Effect Evaluation." Sensors 20, no. 11 (May 29, 2020): 3088. http://dx.doi.org/10.3390/s20113088.

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In view of the deficiency of the split grouting theory for the filling area, a 3D simulated grouting test system was designed to explore the slurry diffusion law, reinforcement mechanism of split grouting in a filling soil, and effect of grouting reinforcement. The test system included an experiment bench system, grouting system, and information monitoring system, using which experimental research on split grouting in a filling soil was conducted. The grouting model experiment procedure was introduced first, following which the diffusion rule of slurry in the filling medium and the reinforcement mechanism of split grouting were analyzed according to the properties and distribution characteristics of grouting veins after grouting reinforcement. Finally, a uniaxial compression test, light dynamic contact test, permeability test, and laboratory geotechnical test were conducted on the soil before and after grouting. The relationship between the zoning characteristics of different properties of veins and the mechanical properties of filling soil were discussed. The results showed that there were three types of grouting veins: trunk grouting, branch grouting, and permeable grouting. The injected soil body was strengthened by the three-stage grouting vein network of the mentioned vein types and the compaction between soils. After the grouting, the uniaxial compressive strength of the filling soil increased by an average of 186%, and the permeability coefficient decreased by an average of 47 times. The cohesion and internal friction angle increased by 45.3% and 44.9%, respectively. Additionally, density, water content, and other indicators of filling were improved. The bearing characteristics reflected by a dynamic contact test were consistent with the distribution of grouting veins. The research results offer significant guidance for the reinforcement mechanism of split grouting and the evaluation of the grouting effect.

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Yang, Changwei, Jinhao Guo, Jing Lian, and Zhimeng Wang. "Study on Microscopic Roadbed Grouting Mechanism Based on CFD-DEM Coupling Algorithm." Mathematical Problems in Engineering 2020 (March 20, 2020): 1–9. http://dx.doi.org/10.1155/2020/4948738.

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Grouting reinforcement technology gradually has been widely used to repair the subgrade settlement diseases, but the current single application of discrete element software or finite element software cannot effectively simulate the grouting process. Therefore, one new method is put forward in the research of grouting based on the CFD-DEM coupling principle. And then, one typical subgrade section in the Shanghai–Nanjing intercity railway is used to simulate the grouting process and diffusion mechanism of slurry from microlevel. Based on the results of site survey, some findings are shown as follows: First, the new method is feasible which integrates the favorable aspects of discrete elements, finite elements, and boundary elements. Second, the greater the grouting pressure, the greater the influence range of grouting, and it shows six petals shape. When the grouting pressure is small, the grouting generally shows penetration or extrusion grouting, and its influence range is small. When the grouting pressure is large enough, it is characterized by splitting grouting, and the influence range of grouting is getting larger and larger. Third, the growth rates of influence range gradually increase with the increasement of grouting pressures, and the reasonable selection of grouting pressures is very important.

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Jiang, Donghai, Xianzhen Cheng, Hengjie Luan, Tongxu Wang, Mingguang Zhang, and Ruiyun Hao. "Experimental Investigation on the Law of Grout Diffusion in Fractured Porous Rock Mass and Its Application." Processes 6, no. 10 (October 16, 2018): 191. http://dx.doi.org/10.3390/pr6100191.

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Because of the limitation of mining techniques and economic conditions, large amounts of residual coal resources have been left in underground coal mines around the world. Currently, with mining technology gradually developing, residual coal can possibly be remined. However, when residual coal is remined, caving areas might form, which can seriously affect the safety of coal mining. Hence, grouting technology is put forward as one of the most effective technologies to solve this problem. To study the grouting diffusion in fractured rock mass, this paper developed a visualization platform of grouting diffusion and a three-dimensional grouting experimental system that can monitor the grout diffusion range, diffusion time and grout pressure; then, a grouting experiment is conducted based on this system. After that, the pattern of the grouting pressure variation, grout flow and grout diffusion surface are analyzed. The relationship among some factors, such as the grouting diffusion radius, compressive strength of the grouted gravel, porosity, water-cement ratio, grouting pressure, grouting time, permeability coefficient and level of grout, is quantitatively analyzed by using MATLAB. The study results show that the flow pattern of the grout in fractured porous rock mass has a parabolic shape from the grouting hole to the bottom. The lower the level is, the larger the diffusion range of the grout is. The grouting pressure has the greatest influence on the grouting diffusion radius, followed by the grouting horizon and water-cement ratio. The grouting permeability coefficient has the least influence on the grouting diffusion radius. The grout water-cement ratio has the greatest influence on the strength of the grouted gravel, followed by the grouting permeability. The grouting pressure coefficient has the least amount of influence on the grouting diffusion radius. According to the results, the grouting parameters are designed, and a layered progressive grouting method is proposed. Finally, borehole observation and a core mechanical property test are conducted to verify the application effect. This grouting technology can contribute to the redevelopment and efficient utilization of wasted underground coal resources.

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Dissertations / Theses on the topic "Grouting"

1

Lu, Yeow Chor. "Compensation grouting in clay." Thesis, University of Cambridge, 1997. https://www.repository.cam.ac.uk/handle/1810/251618.

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Eisa, Khalid Osman Gafar Mohamed. "Compensation grouting in sand." Thesis, University of Cambridge, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.611262.

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Ji, Heng. "Physical modelling of jet grouting process." Thesis, University of Cambridge, 2008. https://www.repository.cam.ac.uk/handle/1810/252114.

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Tank experiment is carried out to investigate the mechanism involved in jet grouting. The observation shows the existence of both seepage and erosion at the intersurface between the injected fluid and the intact soil. The movement of the erosion front, which defines the radius of influence by the jet, can be best described by an exponential function. The influences of various operating parameters are studied, which agree with field observations. The pore water pressure profile measured during the experiment is closely linked with the progress of the erosion front. The pressure increases with the erosion distance, which is associated with the pressure required to drive the spoil back to the surface. A new model is constructed to estimate the ultimate cutting distance by the jet. The proposed model takes the spoil backflow into account in addition to the injected fluid/soil interaction. The jet behaviour is derived from the hydrodynamic characteristics of submerged jet. Based on the jet grouting mechanism, the failure of soil is checked in terms of the horizontal effective stress. The new model gives a more accurate estimation comparing to current models that only consider the soil resistance against the jet action. The new model is developed to cover jet grouting cases using single fluid and double fluid jet grouting systems.

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4

Sharpe, Colin James 1962. "Experimental effectiveness of rock fracture grouting." Thesis, The University of Arizona, 1990. http://hdl.handle.net/10150/291736.

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The objective of this investigation is to experimentally determine the effectiveness of fracture sealing in welded tuff using ordinary portland cement and microfine cement grouts. Fracture grouting will most likely be used to seal fractures intersecting high level nuclear waste repositories. Fractures are potential pathways for the migration of radionuclides. Laboratory experiments have been performed on seventeen tuff cylinders. (1) tension induced cracks, (2) natural and, (3) sawcut surfaces serve as fractures. Prior to grouting, the hydraulic conductivity of the intact rock and that of the fractures themselves are measured under a range of normal stresses. Grouts are injected through axial boreholes at pressures of 0.3 to 4.1 MPa while holding fractures under a constant normal stress. Five grout formulations have been selected. Minor amounts of bentonite (0 to 5 percent by weight) have been added to these grouts to increase stability. Water to cement ratios range from 0.45 to 1.0. Permeameter testing of grouted fractures is used to evaluate the effectiveness of fracture grouting.

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Chan, Shun-ming Raymond. "Application of permeation grouting in soils in Hong Kong /." View the Table of Contents & Abstract, 2005. http://sunzi.lib.hku.hk/hkuto/record/B36357595.

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Gothäll, Rikard. "Rock mass response during high pressure grouting." Licentiate thesis, KTH, Civil and Architectural Engineering, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3853.

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The sealing of hard jointed rock by grouting involves several complicated mechanical systems. The result is a complex coupled system of hydro- logical and mechanical precesses. In order to determine the higher order effects of the resulting system the fracture deformations must be assessed. This requires a model that mimics the mechanical behaviour of not only fractures under normal load but also the entire rock mass system. This model indicates that there are two dominant regimes involved; a permeation regime and a high pressure regime.

The pressure limit that separates permeation grouting from high pressure grouting can then be found to be closely related to the in situ stress. In the high pressure regime the deformations may be large but very situation-dependent. The principal deformational eigenmodes of some boundary conditions are considered. The analysis indicates that the usage of high pressure grouting can be both benficial to the operation as well as increase the inflow of water to the excavation.

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Gothäll, Rikard. "Rock mass response during high pressure grouting /." Stockholm : Division of rock and soil mechanics, Royal Institute of Technology, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3853.

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Schaffer, Andrew 1952. "PERMEABILITY TESTING AND GROUTING OF FRACTURED ROCK." Thesis, The University of Arizona, 1985. http://hdl.handle.net/10150/275420.

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Au, Si Kwong Alfred. "Fundamental study of compensation grouting in clay." Thesis, University of Cambridge, 2001. https://www.repository.cam.ac.uk/handle/1810/272062.

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Ran, Chongwei. "Performance of fracture sealing with bentonite grouting." Diss., The University of Arizona, 1993. http://hdl.handle.net/10150/186118.

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A bentonite grouting technology has been developed to meet the requirements of fracture sealing for nuclear waste isolation and environmental engineering. The work reported presents an experimental evaluation of the performance of the bentonite fracture sealing in densely welded tuff. Included are the study of grout stability and resistance to erosion, theoretical and numerical analyses of the grout penetration process, pressure distribution in the fracture during grouting, grout delivery distance, breakthrough pressure and rheological characterization. Bentonite suspensions with solids content of 18, 20 and 22% by weight have been injected into single fractures in rock samples at 0.07 to 3.45 MPa pressure. Bentonite grouting reduces the fracture hydraulic conductivity by 7 to 9 orders in magnitude, to the level of 10⁻⁷ to 10⁻⁹ cm/s. Grout stability and erosion have been studied with long-term flow testing at up to 121 kPa hydraulic pressure. After 1,000 to 5,000 hours of flow testing, at pressure gradients of up to 91 cm/cm, the hydraulic conductivity of the grouted fracture does not increase with test time. The hydraulic conductivity of the grouted fracture decreases with increasing pressure gradient up to the wash-out pressure. Analytical solutions have been derived for pressure distribution during grouting in wedge shaped fractures and in fractures with constant aperture. Influence factors on pressure distribution in a fracture have been identified. They are yield stress, fracture shape, original aperture, deformation properties of the rock mass and the fracture, mixing of air in a grout and sample size. A mathematical solution of grout delivery distance under a given injection pressure has been developed. The breakthrough pressure has been studied, based on the mechanical deformation of the fracture applied by a normal stress across the fracture and by the grout pressure within the fracture during grouting. Results indicate that bentonite grouting is a promising fracture sealing technology. Bentonite grout has great hydraulic conductivity reduction and chemical physical stability. Some disadvantages of bentonite grout have been identified, such as the formation of hydraulic fractures in the grout and the washing away of grout particles when the applied pressure gradient is high enough.

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Books on the topic "Grouting"

1

Ewert, Friedrich-Karl. Rock Grouting. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-51011-3.

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2

United States. Army. Corps of Engineers. and American Society of Civil Engineers., eds. Chemical grouting. New York, N.Y: ASCE Press, 1997.

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H, Karol R. Chemical grouting. 2nd ed. New York: Marcel Dekker, 1990.

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4

National Research Council (U.S.). Transportation Research Board., ed. Geotechnical grouting. Washington, D.C: Transportation Research Board, National Research Council, 1986.

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5

Ken, Weaver. Dam foundation grouting. Reston, VA: ASCE Press, 2006.

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A, Bruce Donald, ed. Dam foundation grouting. Reston, Va: ASCE Press, 2007.

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Kosmatka, Steven H. Cementitious grouts and grouting. Skokie, Ill: Portland Cement Association, 1990.

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Ewert, Friedrich-Karl, and Ulrich Hungsberg. Rock Grouting at Dam Sites. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-64036-5.

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9

Kutzner, Christian. Grouting of rock and soil. Rotterdam: A.A. Balkema, 1996.

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H, Karol R. Chemical grouting and soil stabilization. 3rd ed. New York: M. Dekker, 2003.

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Book chapters on the topic "Grouting"

1

Cato, Kerry. "Grouting." In Encyclopedia of Earth Sciences Series, 1–2. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-12127-7_152-2.

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Cato, Kerry. "Grouting." In Encyclopedia of Earth Sciences Series, 449–50. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_152.

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Evans, Jeffrey, Daniel Ruffing, and David Elton. "Grouting." In Fundamentals of Ground Improvement Engineering, 193–226. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780367816995-7.

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Ewert, Friedrich-Karl. "Introduction." In Rock Grouting, 1–9. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-51011-3_1.

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Ewert, Friedrich-Karl. "The Influence of the Local Geological Setting and the Grouting Measures on the Reduction of Uplift." In Rock Grouting, 383–403. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-51011-3_10.

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Ewert, Friedrich-Karl. "Final Remarks: an Attempt at Guide-Lines." In Rock Grouting, 404–9. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-51011-3_11.

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Ewert, Friedrich-Karl. "Remarks on the Methodology of Preparation." In Rock Grouting, 10–12. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-51011-3_2.

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Ewert, Friedrich-Karl. "Analysis of Completed Grouting Programmes." In Rock Grouting, 13–140. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-51011-3_3.

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Ewert, Friedrich-Karl. "Discussion of the Conventional Investigation Methods for Determining Rock Permeability." In Rock Grouting, 141–73. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-51011-3_4.

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Ewert, Friedrich-Karl. "On Hydraulic Routing in Rock." In Rock Grouting, 174–233. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-51011-3_5.

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Conference papers on the topic "Grouting"

1

"Front Matter." In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480793.fm.

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Bruce, Donald A. "Remedial Cutoff Walls for Dams in the U.S.: 40 Years of Case Histories." In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480809.051.

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Kettle, Clif, and Brian H. Jackson. "Wimbleball Dam Remedial Works." In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480786.009.

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Sopko, Joseph A. "Forensics by Freezing." In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480786.010.

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Bruce, Donald A., Trent L. Dreese, and Christopher M. Hallahan. "Errors, Misunderstandings, and Mistakes in Remedial Grouting Projects for Dams." In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480786.004.

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Gilbert, Daniel A., Scottie L. Barrentine, Jeffrey S. Dingrando, Daniel B. Rogers, and James Warner. "Boone Dam Test Grout Program: Objectives, Engineering Design, and Observations." In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480786.001.

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Kenny, Brian, and Mike Almeida. "Calaveras Dam Replacement Project-Transverse Cutoffs and Two Phase Foundation Drilling and Grouting Scope through Overburden Material to Minimize Duration on Critical Path." In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480786.002.

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Chraibi, A. F., and A. Nombré. "Comoe Dam Lateritic Foundation Treatment." In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480786.003.

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9

Babcock, Britt N. "Injection Grouting Preserves Foundation Integrity of Multi-Story Buildings." In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480786.018.

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Bruce, Donald A., Brian H. Greene, R. Craig Findlay, Bobby E. Williams, John H. Williams, and Richard L. Mickwee. "Long-Term Grouting of a Karst Foundation at Logan Martin Dam, Alabama." In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480786.005.

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Reports on the topic "Grouting"

1

Langton, C. A. Russian Grouting Experience. Office of Scientific and Technical Information (OSTI), October 2002. http://dx.doi.org/10.2172/803388.

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2

Shaw, P., J. Weidner, S. Phillips, and J. Alexander. Pressure grouting of fractured basalt flows. Office of Scientific and Technical Information (OSTI), April 1996. http://dx.doi.org/10.2172/491390.

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3

Author, Not Given. Supercompaction/grouting demonstration project: Final report. Office of Scientific and Technical Information (OSTI), January 1987. http://dx.doi.org/10.2172/5497676.

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4

Alan K. Herbst. Experimental Test Plan for Grouting H-3 Calcine. Office of Scientific and Technical Information (OSTI), January 2006. http://dx.doi.org/10.2172/911274.

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5

Dwyer, B. P. Feasibility of permeation grouting for constructing subsurface barriers. Office of Scientific and Technical Information (OSTI), April 1994. http://dx.doi.org/10.2172/10116902.

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6

Iwatate, D. F. Grouting guidelines for Hanford Tanks Initiative cone penetrometer borings. Office of Scientific and Technical Information (OSTI), May 1998. http://dx.doi.org/10.2172/353296.

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7

Finsterle, S., C. M. Oldenburg, A. L. James, K. Pruess, and G. J. Moridis. Mathematical modeling of permeation grouting and subsurface barrier performance. Office of Scientific and Technical Information (OSTI), September 1996. http://dx.doi.org/10.2172/432925.

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8

CALLAWAY, W. S. Hanford tank initiative cone penetrometer stand alone grouting module. Office of Scientific and Technical Information (OSTI), October 1998. http://dx.doi.org/10.2172/9438.

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9

Spalding, B. P. Task plan for TARA-II compaction and grouting demonstration. Office of Scientific and Technical Information (OSTI), November 1991. http://dx.doi.org/10.2172/5380778.

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10

Sharpe, C. J., and J. J. Daemen. Laboratory testing of cement grouting of fractures in welded tuff. Office of Scientific and Technical Information (OSTI), March 1991. http://dx.doi.org/10.2172/138081.

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