A study of liquefaction related damages on shield tunnels

Tunnelling and Underground Space Technology

Volumn 16, Issue 3, 2001, Pages 185-193

  Chou, H S ^a   Yang, C Y ^a   Hsieh, B J ^a   Chang, S S ^b  

^a CTCI CORPORATION   (Taiwan)

^b Taipei City Government ^*  (Taiwan)

Author keywords

Liquefaction and liquefied soils; Liquefaction induced settlement; Secondary injection grouting; Shield tunnel; Uplift

Indexed keywords

LIQUEFACTION; SOILS; TUNNELS;

INTEREST SITES;

SHIELDING;

LIQUEFACTION; SEISMIC RESPONSE; SHIELD; TUNNELING;

TAIWAN;

EID: 0035401947     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0886-7798(01)00057-8     Document Type: Article

References (10)

1. Physical properties of quaternary sediments in Taipei Basin
2. Evaluation of settlements in sand deposits following liquefaction during earthquake
3. Simplified procedures for assessing soil liquefaction during earthquakes
4. Specifications for highway bridges
5. The influence of SPT procedures in soil liquefaction resistance evaluation
6. Evaluation of settlements in sand due to earthquake shaking
7. Empirical correlation of soil liquefaction based on SPT N-Value and fines contents
8. Assessment of damages in mountain tunnels due to the Taiwan Chi-Chi earthquake