Geotechnical-earthquake engineering design of Charles River Bridges in Boston

被引：0

作者：

Soydemir, C ^{[1
]}

Kraemer, SR ^{[1
]}

Davidson, WA ^{[1
]}

LaPlante, KE ^{[1
]}

机构：

[1] Haley & Aldrich Inc, Boston, MA 02129 USA

来源：

GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS III, VOL 1 AND 2 | 1998年 / 75期

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents an overview of the geotechnical-earthquake engineering analyses conducted for seismic design of the foundations of the new Charles River Bridges within the Central Artery/Third Harbor Tunnel (CA/T) Project in Boston, Massachusetts. Because of the potential for liquefaction-induced ground instability, lateral spreading along the banks of the Charles River was investigated and identified as an important design consideration. Accordingly, the design of the foundation support elements (large diameter drilled shafts) incorporated the estimated "drag" loading induced by lateral spreading.

引用

页码：1235 / 1246

页数：12

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