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杭州市西湖区优秀创新人才“325”计划入选单位
杭州市高层次人才项目

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Tunnelling and Underground Space Technology

ISSN: 0886-7798

官网: https://www.sciencedirect.com/journal/tunnelling-and-underground-space-technology

出版商: Elsevier

Title Scholar cited Year Review Cycle Accept Cycle

Model experiment on dynamic behavior of jointed rock mass under blasting at high-stress conditions

DOI:10.1016/j.tust.2018.01.017

Received:2017-07-12 ; Revised:2017-10-28 ; Accepted:2018-01-12 ; Online:2018-02-06

- 2018 3.1 6.1

Elastic-slip interface effect on dynamic response of a lined tunnel in a semi-infinite alluvial valley under SH waves

DOI:10.1016/j.tust.2018.01.008

Received:2017-09-03 ; Revised:2017-12-25 ; Accepted:2018-01-05 ; Online:2018-02-06

- 2018 3.3 4.1
Physical modeling of deformation failure mechanism of surrounding rocks for the deep-buried tunnel in soft rock strata during the excavation

DOI:10.1016/j.tust.2018.01.022

Received:2017-06-18 ; Revised:2018-01-15 ; Accepted:2018-01-16 ; Online:2018-02-06

- 2018 6.6 7.1
Influence of the slurry-stabilized tunnel face on shield TBM tool wear regarding the soil mechanical changes – Experimental evidence of changes in the tribological system

DOI:10.1016/j.tust.2018.01.011

Received:2017-08-02 ; Revised:2017-11-21 ; Accepted:2018-01-06 ; Online:2018-02-06

- 2018 3.2 5.2
A coupled hydro-mechanical creep damage model for clayey rock and its application to nuclear waste repository

DOI:10.1016/j.tust.2018.01.026

Received:2016-02-19 ; Revised:2017-04-13 ; Accepted:2018-01-20 ; Online:2018-02-06

- 2018 13.5 23.4
Experimental study of the face stability of shield tunnel in sands under seepage condition

DOI:10.1016/j.tust.2018.01.015

Received:2017-07-11 ; Revised:2017-11-10 ; Accepted:2018-01-12 ; Online:2018-02-06

- 2018 3.6 6.2

Comparative study of the effects of three tunneling methods on ground movements in stiff clay

DOI:10.1016/j.tust.2018.01.005

Received:2017-03-20 ; Revised:2018-01-02 ; Accepted:2018-01-05 ; Online:2018-02-06

- 2018 9.1 9.7

Outburst mechanism of tunnelling through coal seams and the safety strategy by using “strong-weak” coupling circle-layers

DOI:10.1016/j.tust.2018.01.013

Received:2015-08-25 ; Revised:2018-01-07 ; Accepted:2018-01-09 ; Online:2018-02-06

- 2018 28.4 28.9

Estimation of the cutterhead torque for earth pressure balance TBM under mixed-face conditions

DOI:10.1016/j.tust.2018.01.025

Received:2017-01-16 ; Revised:2017-08-05 ; Accepted:2018-01-19 ; Online:2018-02-06

- 2018 6.2 12.3

The mechanical behaviour of drainage pipeline under traffic load before and after polymer grouting trenchless repairing

DOI:10.1016/j.tust.2018.01.018

Received:2017-06-30 ; Revised:2017-11-20 ; Accepted:2018-01-12 ; Online:2018-02-06

- 2018 4.3 6.5