A study of liquefaction related damages on shield tunnels

Autor:	H S Chou, S S M Chang, C Y Yang, B J Hsieh
Rok vydání:	2001
Předmět:	Settlement (structural) Shield Damages Environmental science Liquefaction Geotechnical engineering Loss and damage Building and Construction Potential analysis Induced seismicity Geotechnical Engineering and Engineering Geology Soil mechanics
Zdroj:	Tunnelling and Underground Space Technology. 16:185-193
ISSN:	0886-7798
DOI:	10.1016/s0886-7798(01)00057-8
Popis:	Studies of liquefaction-related damages on underground structures are limited and sometimes controversial. Liquefaction potential analysis is essential in tunnel design in liquefiable soils. A Taipei Rapid Transit System (TRTS) tunnel site in Taipei County was selected to study the risk under liquefaction-related damage. The liquefaction risk index was applied for assessment of the overall liquefaction risks and liquefaction-induced settlement at the interest site. The anti-liquefaction measure for shield tunneling by using secondary injection grouting was discussed to eliminate the flow of liquefied soils and reduce the liquefaction-induced settlement.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::5b314a8884833c430a950d9c5822dc5e https://doi.org/10.1016/s0886-7798(01)00057-8 Zobrazit plný text záznamu Full Text from ScienceDirect