[1]
Li Guang-xin. Advanced soil mechanics [M]. Beijing: Tsinghua University press, (2004)
Google Scholar
[2]
SHAO Longtan, WANG Zhupin, HAN Guocheng, etal.Digital image processing technique for measurement of the radial deformation of specimen in triaxial test[J].Chinese Journal of Geotechnical Engineering, 2001,23(3): 337-341. )
Google Scholar
[3]
CHEN Zheng-han , SUN Shu-guo, FANG Xiang-wei, etal. Recent advances of the measuring technology for unsaturated soils and special soils[J]. Chinese Journal of Geotechnical Engineering ,2006, 28(2):147-169.
Google Scholar
[4]
Huang Wen-xi. Engineering properties of soil [M]. Beijing: hydraulic and electric power press, (1983)
Google Scholar
[5]
Drumrihgt E.The contribution of matric suction to the shear strength of unsaturated soils[D]. Ph. D. dissertation, Univ. of Colorado, Fort Collins, Colorado, USA,1989.
Google Scholar
[6]
D A Sun, H Matsuoka. Collapse of compacted clays using triaxial tests[C]. Proc.of 3rd Int. Conf. on Unsaturated Soils. Edited by J F T Juca et al, A A BALKEMA PUBLISHERS, 2002, l.2: 631 -634.
Google Scholar
[7]
H Matsuoka, D A Sun. The SMP concept-based 3D constitutive models for geomaterials [M], LONDON: Taylor & Francis Group, 2006.
Google Scholar
[8]
D A Sun, H Matsuoka and Y F Xu. Elastoplastic model for unsaturated compacted soils and its verification[C]. The first global forum on China geo-engineering, Tongji University,2003,60-70.
Google Scholar
[9]
ROMERO E,LORET A,GENS A.Development of a new suction and temperature controlled oedometer cell [C] //Proc. of 1st Int. Conf. on Unsaturated Soils. Paris,1995.(1):553—559.
Google Scholar
[10]
Sophie Messerkinger, Ernst Bleiker & Adrian Zweidler, etal. Displacement measurement with laser scanning in triaxial testing apparatuses[C]//EuropeanYoung Geote- chnical Engineers Conference-2004[1]:1-10.
Google Scholar
[11]
Juca J. F. T. , Frydman S. State of the art report – Experimental techniques[C]. ncontro sobre Solos Nao Saturados, 1995.10, 76 – 111.
Google Scholar
[12]
Rifai A., Laloui L and Vulliet L. Volume measurement in unsaturated triaxial test using liquid variation and image processing[C]. Proc. of 3rd Int. Conf. on Unsaturated Soils. Edited by J F T Juca etal, A A BALKEMA PUBLISHERS, 2002, 2: 441-445.
DOI: 10.1201/9781003078616-118
Google Scholar
[13]
Elkady Y T, Houston W N & Houston S L. Calibrated image processing for unsaturated soils testing[C]. Proc. of 3rd Int. Conf. on Unsaturated Soils. Edited by J F T Juca etal, A A BALKEMA PUBLISHERS, 2002, 2: 447-451.
Google Scholar
[14]
SUN Shuguo, CHEN Zhenghan, LENG Wen, Etal. Development of laser measuring system to measure radial displacement of triaxia1 specimens based on high precision PSD [J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10):1587-1590.
Google Scholar
[15]
John H. Mathews, Kurtis D. Fink. Numerical Methods Using MATLAB [M].Beijing: Publishing House of Elect- ron ics,2002.
Google Scholar