- Design and Behavior of A Deep Excavation Adjacent to Existing Buildings and Tunnels
- Q. LI ; W.D. Wang ; Z.H. Xu
- ICGE Colombo 2015
- Year: 2015
- Deep Excavations ; Tunneling ; Instrumentation
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- Effect of discrete fibre reinforcement on soil tensile strength
- J. Li ; C. Tang ; D. Wang ; X. Pei ; B. Shi
- Book Title / Journal: Journal of Rock Mechanics and Geotechnical Engineering
- Year: 2014 , Volume: 6
- Rock Mechanics
- Keywords: fibre reinforced soil ; tensile strength ; fibre content
- Description
- The tensile behaviour of soil plays a significantly important role in various engineering applications. Compacted soils used in geotechnical constructions such as dams and clayey liners in waste containment facilities can suffer from cracking due to tensile failure. In order to increase soil tensile strength, discrete fibre reinforcement technique was proposed. An innovative tensile apparatus was developed to determine the tensile strength characteristics of fibre reinforced soil. The effects of fibre content, dry density and water content on the tensile strength were studied. The results indicate that the developed test apparatus was applicable in determining tensile strength of soils. Fibre inclusion can significantly increase soil tensile strength and soil tensile failure ductility. The tensile strength basically increases with increasing fibre content. As the fibre content increases from 0% to 0.2%, the tensile strength increases by 65.7%. The tensile strength of fibre reinforced soil increases with increasing dry density and decreases with decreasing water content. For instance, the tensile strength at a dry density of 1.7 Mg/m3 is 2.8 times higher than that at 1.4 Mg/m3. It decreases by 30% as the water content increases from 14.5% to 20.5%. Furthermore, it is observed that the tensile strength of fibre reinforced soil is dominated by fibre pull-out resistance, depending on the interfacial mechanical interaction between fibre surface and soil matrix.
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- Effect of soil stratification on pipe behaviour due to tunnelling-induced ground movements based on the displacement controlled method
- Z.G. Zhang ; M.S. Huang ; M.X. Zhang ; W.D. Wang
- IS ROME '11
- Year: 2011
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- Design and construction of deep excavations in Shanghai
- W.D. Wang ; Z.H. Xu
- IS ROME '11
- Year: 2011
- Foundation Design / Construction ; Deep Excavations
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- Ground modulus measurement and interpretation for wind turbine foundations
- D. Wang ; C. Harris ; A. Fowler
- 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
- Year: 2009
- Foundation Design / Construction ; Energy Geotechnics ; Pressuremeter ; Geophysics
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- General Report on Technical Session 4B: Deep Excavation, Tunneling and Groundwater controlling
- W.D. Wang ; H.W. Huang ; S.L. Shen ; J.H. Wang
- 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
- Year: 2009
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- Prediction of the onset of strain localization in non-coaxial plasticity
- M.S. Huang ; X.L. Lu ; J.G. Qian ; W.D. Wang
- 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
- Year: 2009
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- Effect of soil stratification on pipe behaviour due to tunnelling-induced ground movements based on the displacement controlled method
- Z.G. Zhang ; M.S. Huang ; M.X. Zhang ; W.D. Wang
- Underground Construction in Soft Ground Symposium (TC204) - IS ROME '11
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- Tunneling ; Numerical & Constitutive Modeling
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- General Report on Technical Session 4B: Deep Excavation, Tunneling and Groundwater controlling
- W.D. Wang ; H.W. Huang ; S.L. Shen ; J.H. Wang
- International Conference on Soil Mechanics and Geotechnical Engineering - 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
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- Deep Excavations ; Tunneling ; Groundwater & Seepage
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- Prediction of the onset of strain localization in non-coaxial plasticity
- M.S. Huang ; X.L. Lu ; J.G. Qian ; W.D. Wang
- International Conference on Soil Mechanics and Geotechnical Engineering - 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
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- Soil Mechanics ; Soil Mechanics
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- Design and construction of deep excavations in Shanghai
- W.D. Wang ; Z.H. Xu
- Underground Construction in Soft Ground Symposium (TC204) - IS ROME '11
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- Large deformation analysis of rectangular plate anchors in normally consolidated clay
- D. Wang ; Y. Hu ; Z. Song ;
- Australia - New Zealand Conferences on Geomechanics - 10th Australia New Zealand Conference on Geomechanics
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- Lateral pile analysis based on subgrade reaction and comparison with other methods
- Y. Gong ; D. Wang
- Australia - New Zealand Conferences on Geomechanics - 13th Australia New Zealand Conference on Geomechanics
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- Pile Foundations
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- Ground modulus measurement and interpretation for wind turbine foundations
- D. Wang ; C. Harris ; A. Fowler
- International Conference on Soil Mechanics and Geotechnical Engineering - 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
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- Energy Geotechnics ; Foundation Design / Construction ; Pressuremeter ; Geophysics
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