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李咸亨, 蔡宗儒, 陈东扬. 最大动态剪力模数次增加率之预测[J]. 岩土工程学报, 1995, 17(3): 10-18.
引用本文: 李咸亨, 蔡宗儒, 陈东扬. 最大动态剪力模数次增加率之预测[J]. 岩土工程学报, 1995, 17(3): 10-18.
Lee Hsien heng, Tsai Tzung ru, Chen Dung yang. Prediction of Secondary Increment Rate of Dynamic Shear Modulus[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(3): 10-18.
Citation: Lee Hsien heng, Tsai Tzung ru, Chen Dung yang. Prediction of Secondary Increment Rate of Dynamic Shear Modulus[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(3): 10-18.

最大动态剪力模数次增加率之预测

Prediction of Secondary Increment Rate of Dynamic Shear Modulus

  • 摘要: 正规化最大动态剪力模数次增加率N_g之观念虽然已被提出,但是其影响因素之精确指标仍待后人研究。因此,本文深入探讨粘性土壤在现场有效覆土压力长期作用下,时间效应对最大动态剪力模数G_(max)之影响,并与剪力波速回归公式作比较,以期达到预测N_g值之目标。在一般物理性质对时间效应之影响研究中,N_g值有随塑性指数I_p值增加之趋势,而平均颗粒粒径D_(50)愈小时,N_g值愈大,且重模试体之N_g值较原状试体为小。由本文之N_g-I_p-C值之关系可知,粘土含量C相同时,若I_p值愈大,则N_g愈大。而N_g-I_p-C_a值三者之关系中,若二次压缩指数C_a值相同,则I_p值愈大时,N_g值愈大。

     

    Abstract: The idea of“the secondary increment rate of dynamic shear modulus”has been proposed for a long while.However,the influence factors of this rate is still under investigation,Therefore,the “long-term time effect”onthe maximum dynamic shear modulus Gmax under the effective overburden pressure was studied in this article, Theregression equations of shear wave velocity were examined as well.The secondary ineronrent of normalized shearmodulus Ng was found increasing as the value of plastic index IP increased. But,the Ng decreased as the 50% parti-cle size D50 inereased. The Ng of an undisturbed sample is larger that that of a remolded sample in the relationshipof Ng-D50. From the Ng-Ip-C relation,the Ng was becoming larger along with the Ip in the same amount ofclay C. With the same value of secondary compression index Ca,the Ng increased as the Ip increased in the Ng-Ip-Ca relationships.

     

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