San Jacinto Monument: New Soil Data and Analysis Including Subsidence

Author:

Briaud J. L.1,Koohi Y.2,Nicks J.3,Jung I.4

Affiliation:

1. Buchanan Chair Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author).

2. Project Professional, Fugro Consultants, 6100 Hillcroft, Houston, TX 77081.

3. Research Geotechnical Engineer, FHWA, Office of Infrastructure Research and Development, 6300 Georgetown Pike, Mclean, VA 22101.

4. Ph.D. Student, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference18 articles.

1. ABAQUS 3D [Computer software]. Providence RI Simula.

2. ASTM. (2000). “Standard test method for prebored pressuremeter testing in soils.” D4719 Philadelphia.

3. Geotechnical Engineering

4. San Jacinto Monument Case History

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