拟建崇明越江通道高填土路堤稳定性评估

汪雪峰; 石振明; 陈建峰; 沈明荣; 张雷

汪雪峰, 石振明, 陈建峰, 沈明荣, 张雷. 2004: 拟建崇明越江通道高填土路堤稳定性评估. 工程地质学报, 12(S1): 266-268.

引用本文:

汪雪峰, 石振明, 陈建峰, 沈明荣, 张雷. 2004: 拟建崇明越江通道高填土路堤稳定性评估. 工程地质学报, 12(S1): 266-268.

WANG Xuefeng, SHI Zhenming, CHEN Jianfeng, SHEN Mingrong, ZHANG Lei. 2004: STABILITY ASSESSMENT FOR THE EMBANKMENT OF THE EXPRESSWAY LINKING PUDONG AND CHONGMING. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 266-268.

Citation:

WANG Xuefeng, SHI Zhenming, CHEN Jianfeng, SHEN Mingrong, ZHANG Lei. 2004: STABILITY ASSESSMENT FOR THE EMBANKMENT OF THE EXPRESSWAY LINKING PUDONG AND CHONGMING. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 266-268.

拟建崇明越江通道高填土路堤稳定性评估

STABILITY ASSESSMENT FOR THE EMBANKMENT OF THE EXPRESSWAY LINKING PUDONG AND CHONGMING

摘要

摘要: 拟建崇明越江通道高填土路基为软土地基,地面标高低,地下水位高,工程地质条件差,需要对高填土路堤的稳定性进行评估。本文分别对5m、8m高的粉煤灰和灰土路堤进行路基抗滑稳定性分析和沉降验算。

Abstract: The basement of the expressway linking Pudong and Chongming is soft soil foundation, and the Condition of Engineering Geology is not good, so the stability of the Embankment has to be evaluated.

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