SOILSTRUCTURE

作品数：4被引量：17H指数：2
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相关领域：建筑科学更多>>
相关期刊：《Acta Mechanica Sinica》《Journal of Rock Mechanics and Geotechnical Engineering》《Pedosphere》更多>>
相关基金：国家自然科学基金更多>>
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Application of engineered compressible inclusions to mitigating soilstructure interaction issues in integral bridge abutments
《Journal of Rock Mechanics and Geotechnical Engineering》2023年第8期2132-2146,共15页Lila Dhar Sigdel Minghao Lu Ahmed Al-qarawi Chin Jian Leo Samanthika Liyanapathirana Pan Hu 
The authors gratefully acknowledge and thank BASF for providing the Infinergymaterial used in this research.The continuous technical support provided by Mr.Van Doan and Advanced Materials Characterisation Facility(AMCF)at Western Sydney University(WSU)are also gratefully acknowledged.This research is supported by the Graduate student research fund of WSU.This research did not receive any specific grant from funding agencies in the public,commercial,or not-for-profit sectors.
The thermally induced cyclic loading on integral bridge abutments causes soil deformation and lateral stress ratcheting behind the abutment wall due to the expansion and contraction of the bridge deck.The forward and ...
关键词：Integral bridge Cyclic loading Stress ratcheting Settlement bump Earth pressure distribution Soil-structure interaction(SSI) 
Geotechnical particle finite element method for modeling of soilstructure interaction under large deformation conditions被引量：1
《Journal of Rock Mechanics and Geotechnical Engineering》2022年第3期967-983,共17页Josep Maria Carbonell Lluís Monforte Matteo O.Ciantia Marcos Arroyo Antonio Gens 
financial support by Severo Ochoa Centre of Excellence (2019-2023) Grant No. CEX2018-000797-S;funded by MCIN/AEI/10.13039/501100011033;research projects BIA2017-84752-R;PID2020-119598RB-I00
The possibilities of the particle finite element method(PFEM)for modeling geotechnical problems are increasingly evident.PFEM is a numerical approach to solve large displacement and large strain continuum problems tha...
关键词：Particle finite element method(PFEM) Structured soils Nonlocal elastoplasticity Contact domain method Soil penetration problems 
Shrinkage Characteristics of Lime Concretion Black Soil as Affected by Biochar Amendment被引量：5
《Pedosphere》2018年第5期713-725,共13页WEI Cuilan GAO Weida William Richard WHALLEY LI Baoguo 
supported by the National Key Research and Development Project of China (No. 2016YFD0300801);the National Science and Technology Support Project of China (No. 2012BAD05B00)
Studies have reported that biochar is a sustainable amendment that improves the chemical and physical properties of soil.In this study,an incubation experiment was conducted to investigate the effects of different app...
关键词：coefficient of linear extensibility soil cracking pattern soil moisture ratio soil shrinkage characteristic curve SOILSTRUCTURE soil void ratio wetting and drying cycles 
Elastic responses of underground circular arches considering dynamic soil-structure interaction:A theoretical analysis被引量：11
《Acta Mechanica Sinica》2013年第1期110-122,共13页Hai-Long Chen Feng-Nian Jin Hua-Lin Fan 
supported by the Funds for Creative Research Groups of China(51021001);the National Natural Science Foundation of China(51078351);Program for New Century Excellent Talents in University,Fund of Key Laboratory of Bridge-structure Engineering and Open Fund of Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province(KFJJ-11-03)
Due to the wide applications of arches in underground protective structures, dynamic analysis of circular arches including soil-structure interactions is important. In this paper, an exact solution of the forced vibra...
关键词：Underground protective arches - Dynamic soilstructure interaction Dynamic responses Analytical solution 
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