Updating Uncertainties in Friction Angles of Clean Sands

Author:

Ching Jianye1234,Chen Jie-Ru1234,Yeh Jian-Yi1234,Phoon Kok-Kwang1234

Affiliation:

1. Professor, Dept. of Civil Engineering, National Taiwan Univ., 1, Sect. 4, Roosevelt Rd., Taipei 10617, Taiwan, ROC.

2. Assistant Professor, Dept. of Civil Engineering, National Chi-Nan Univ., 1 University Rd., Puli, Nantou 54561, Taiwan, ROC (corresponding author).

3. Former Graduate Student, Dept. of Civil Engineering, National Taiwan Univ., 1, Sect. 4, Roosevelt Rd., Taipei 10617, Taiwan, ROC.

4. Professor, Dept. of Civil Engineering, National Univ. of Singapore, 21 Lower Kent Ridge Rd., Singapore 119077; and, Board Member of TBTC, National Taiwan Univ. of Science and Technology, 43, Sec. 4, Keelung Rd., Taipei 106, Taiwan, ROC.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference50 articles.

1. Baldi G. Bellotti R. Ghionna V. Jamiolkowski M. and Pasqualini E. (1986). “Interpretation of CPT’s and CPTU’s: Drained penetration of sands.” Proc. 4th Int. Geotech. Seminar on Field Instrumentation and In-Situ Measurement Nanyang Technological Institute Singapore 143–156.

2. The cone penetration test in sands: part I, state parameter interpretation

3. A state parameter for sands

4. The cone penetration test in sands: part II, general inference of state

5. The critical state of sands

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