Static elasticity moduli of Tianwan Nuclear Power Plant's foundation rockmass were measured by field borehole elasticmodulus tests and blab conventional tests respectivly. The principle of borebole elastic modulus measurement and test results are presented. Through comparative study,two conclusions are as follows:(1) The influence of the degree of fissure development on field test results is relatively large;(2) The results obtained by abovementioned two methods are elementarily agreeable for integrated rock.
YIN Jian-Min, HU Li-Min, LUO Chao-Wen, GONG Bi-Xin, XU Bo-Tao.
Anlysis on deformation parameters of Tianwan[J]. Journal of Changjiang River Scientific Research Institute. 2002, 19(2): 58-61