Reversal shear box test for Hong Kong saprolitic soils

Author:

Au S. W. C.

Publisher

Geological Society of London

Subject

Earth and Planetary Sciences (miscellaneous),Geology,Geotechnical Engineering and Engineering Geology

Reference18 articles.

1. The relationship between the microfabric and the engineering properties of weathered granite.;Bulletin of the International Association of Engineering Geology,,1978

2. British Standards Institution 1990. British Standard Methods of Test for Soils for Civil Engineering Purposes. BS 1377: Part 7.

3. Cheung, C. K., Greenway, D. R. & Massey, J. B. 1988. Direct shear testing of a completely decomposed granite. Proceedings of the Second International Conference on Geomechanics in Tropical Soils, Singapore, 1, 109–118.

4. Collins, K. 1985. Towards characterization of tropical soil microstructure. Proceedings of the First International Conference on Geomechanics in Tropical Lateritic and Saprolitic Soils, Brasilia, 1, 207–209.

5. Hencher, S. R. & Martin, R. P. 1982. The description and classification of weathered rocks in Hong Kong for engineering purposes. Proceedings of Seventh Southeast Asian Geotechnical Conference, Hong Kong, 1, 125–142.

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1. Modeling Small-Strain Behavior of Hong Kong CDG and Its Application to Finite-Element Study of Basement-Raft Footing;International Journal of Geomechanics;2018-09

2. Rain-induced slope instability in Hong Kong;Engineering Geology;1998-11

3. The mechanics of deep‐seated landslides;Earth Surface Processes and Landforms;1997-08

4. Slopes and slope processes;Progress in Physical Geography: Earth and Environment;1995-06

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