Behavior of Full-Scale VERT Wall in Sand

Author:

Briaud Jean-Louis12345,Nicholson Peter12345,Lee Jonghyub12345

Affiliation:

1. Fellow, ASCE

2. Member, ASCE

3. Spencer J. Buchanan Prof., Dept. of Civ. Engrg., Texas A&M Univ., College Station, TX 77843-3136.

4. Pres., Geo-Con, 4075 Monroeville Blvd., Corporate 1, Build. 2, No. 400, Monroeville, PA 15136.

5. Des. Engr., Tensar Earth Technologies Inc., 5775-B Glenridge Dr., Lakeside Ctr., Ste. 450, Atlanta, GA 30328-5363.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference9 articles.

1. Brandl H. ( 1998). “Foundation strengthening and soil improvement for scour endangered river bridge.” Geotechnical hazards Marie Lisac Szavits-Nossan eds. Balkema Rotterdam The Netherlands.

2. Briaud J.-L. (1997). “National geotechnical experimentation sites at Texas A&M University: Sand and clay a summary.” Rep. No. NGES-TAMU-007 Dept. of Civ. Engrg. Texas A&M University College Station Tex.

3. Tieback Walls in Sand: Numerical Simulation and Design Implications

4. Dobrowolski J. A. ( 1998). Concrete construction handbook 4th Ed. McGraw-Hill New York 6-1–6-17.

5. Futaki M. Nakomo K. and Hagino Y. ( 1996). Design strength of soil cement columns as foundation ground for structures grouting and deep mixing Yonekura Terashi Shibazaki eds. Balkema Rotterdam The Netherlands 481–484.

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