Present status and technology of shield tunneling method in Japan

被引：315

作者：

Koyama, Y ^{[1
]}

机构：

[1] Railway Tech Res Inst, Kokubunji, Tokyo, Japan

来源：

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY | 2003年 / 18卷 / 2-3期

关键词：

shield tunneling; segmental lining; design; earth pressure; water pressure; field measurement;

D O I：

10.1016/S0886-7798(03)00040-3

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Recently in Japan, it has often been necessary to construct tunnels under more severe conditions and to develop new techniques. However, present design techniques cannot appropriately reflect the construction techniques; and thus, traditional methods are still often used. On account of the well-balanced progress between construction and design in the shield tunneling method, an innovation of the design technique is required. This paper shows an outline of the shield tunnel technique at present, behavior of shield tunnels in-site, and improvements required for design. (C) 2003 Elsevier Science Ltd. All rights reserved.

引用

页码：145 / 159

页数：15