Experimental study on performance of geosynthetic-reinforced soil model walls on rigid foundations subjected to static footing loading
暂无分享,去创建一个
Jie Han | Chengzhi Xiao | Zhen Zhang | Jie Han | Zhen Zhang | C. Xiao
[1] Chung-Sik Yoo,et al. Laboratory investigation of bearing capacity behavior of strip footing on geogrid-reinforced sand slope , 2001 .
[2] Jennifer Nicks,et al. Geosynthetic Reinforced Soil Performance Testing—Axial Load Deformation Relationships , 2013 .
[3] Sujit Kumar Dash,et al. Model studies on circular footing supported on geocell reinforced sand underlain by soft clay , 2003 .
[4] Akihiko Wakai,et al. Analyses of lateral displacement of a pile supported abutment constructed in a soft subsoil profile , 1997 .
[5] Robert L. Parsons,et al. Laterally Loaded Shaft Group Capacities and Deflections behind an MSE Wall , 2011 .
[6] Ben Leshchinsky. Limit Analysis Optimization of Design Factors for Mechanically Stabilized Earth Wall-Supported Footings , 2014 .
[7] Victor Elias,et al. Mechanically Stabilized Earth Walls and Reinforced Soil Slopes Design and Construction Guidelines , 1997 .
[8] G. D. Skinner,et al. Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation , 2005 .
[9] Temel Yetimoglu,et al. BEARING CAPACITY OF RECTANGULAR FOOTINGS ON GEOGRID-REINFORCED SAND. DISCUSSION , 1994 .
[10] Dov Leshchinsky,et al. Geosynthetic Reinforced Multitiered Walls , 2004 .
[11] Fumio Tatsuoka,et al. A new type of integral bridge comprising geosynthetic-reinforced soil walls , 2009 .
[12] Jonathan T. H. Wu,et al. A New Approach to the Design of Closely Spaced Geosynthetic Reinforced Soil for Load Bearing Applications , 2013 .
[13] Amalendu Ghosh,et al. Bearing capacity of square footing on pond ash reinforced with jute-geotextile , 2005 .
[14] Xiaoming Yang,et al. A three-dimensional mechanistic-empirical model for geocell-reinforced unpaved roads , 2013 .
[15] Ömer Bilgin,et al. Failure mechanisms governing reinforcement length of geogrid reinforced soil retaining walls , 2009 .
[16] Jie Han,et al. Capacities and Deflections of Laterally Loaded Shafts behind Mechanically Stabilized Earth Wall , 2009 .
[17] Jonathan T. H. Wu,et al. GRS bridge abutments—an effective means to alleviate bridge approach settlement , 2002 .
[18] G. D. Skinner,et al. Numerical analysis of geosynthetic reinforced retaining wall constructed on a layered soil foundation , 2001 .
[19] Dov Leshchinsky,et al. Seismic Response of Geocell Retaining Walls: Experimental Studies , 2009 .
[20] Naser Abu-Hejleh,et al. PERFORMANCE OF GEOSYNTHETIC-REINFORCED WALLS SUPPORTING THE FOUNDERS/MEADOWS BRIDGE AND APPROACHING ROADWAY STRUCTURES. REPORT 1: DESIGN, MATERIALS, CONSTRUCTION, INSTRUMENTATION AND PRELIMINARY RESULTS , 2000 .
[21] J Boushehrian. Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand , 2003 .
[22] A. Le Kouby,et al. Experimental and numerical study of the behavior of a reinforced-earth wall subjected to a local load , 2011 .
[23] Ryan R Berg,et al. Design of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes – Volume I , 2009 .
[24] Ching-Chuan Huang,et al. Failure Mechanisms of Reinforced Sand Slopes Loaded with a Footing. , 1994 .
[25] Jie Han,et al. Numerical analysis of a laterally loaded shaft constructed within an MSE wall , 2011 .
[26] Alan G. Bloodworth,et al. A new type of integral bridge comprising geosynthetic-reinforced soil walls. Tatsuoka, F., Hirakawa, D., Nojiri, M., Aizawa, H., Nishikiori, H., Soma, R., Tateyama, M. and Watanabe, K. (2009). Geosynthetics International, IS Kyushu 2007 Special Issue, 16, No. 4, 301–326 , 2010 .
[27] Mostafa A. El Sawwaf,et al. Behavior of strip footing on geogrid-reinforced sand over a soft clay slope , 2007 .
[28] Md. Saidur Rahman,et al. Modelling of laterally loaded drilled shaft group in mechanically stabilised earth wall , 2014 .
[29] Jonathan T. H. Wu,et al. Allowable Bearing Pressures of Bridge Sills on GRS Abutments with Flexible Facing , 2006 .
[30] R. Parsons,et al. Field Instrumentation and Evaluation of Modular-Block MSE Walls with Secondary Geogrid Layers , 2016 .
[31] A. Tognon,et al. Evaluation of side wall friction for a buried pipe testing facility , 1999 .
[32] Raymond B. Seed,et al. Compaction‐Induced Earth Pressures Under K0‐Conditions , 1986 .
[33] Naser Abu-Hejleh,et al. PERFORMANCE OF GEOSYNTHETIC-REINFORCED WALLS SUPPORTING BRIDGE AND APPROACHING ROADWAY STRUCTURES , 2000 .
[34] Michael T. Adams,et al. LARGE MODEL SPREAD FOOTING LOAD TESTS ON GEOSYNTHETIC REINFORCED SOIL FOUNDATIONS , 1997 .
[35] Jie Huang,et al. Refined numerical modeling of a laterally-loaded drilled shaft in an MSE wall , 2013 .
[36] Thang Pham,et al. Load-Carrying Capacity and Required Reinforcement Strength of Closely Spaced Soil-Geosynthetic Composites , 2013 .
[38] Taro Uchimura,et al. Geosynthetic-Reinforced Soil Retaining Walls as Important Permanent Structures 1996 - 1997 Mercer Lecture , 1997 .
[39] H. A. Alawaji,et al. Settlement and bearing capacity of geogrid-reinforced sand over collapsible soil , 2001 .
[40] Dov Leshchinsky,et al. Analysis of back-to-back mechanically stabilized earth walls , 2010 .
[41] Robert M. Koerner,et al. Designing with Geosynthetics , 1986 .
[42] El Sawwaf,et al. Strip Footing Behavior on Pile and Sheet Pile-Stabilized Sand Slope , 2005 .
[43] Jie Han,et al. The Design of Geosynthetic Reinforced Foundations , 1998 .
[44] Fred H. Kulhawy,et al. Manual on estimating soil properties for foundation design , 1990 .