1.
Discussion on the pore-creating construction method of river gravel formation foundation

河卵石地层桩基础成孔施工方法探讨
2.
Selection of shield cutterhead and tool for Chengdu sand-pebble layer

成都砂卵石地层盾构刀盘与刀具选择
3.
Design of a Shield Driving in Water-saturated Cobble and Sand Stratum with High Content of Large-grain Cobbles
卵石含量高、粒径大的富水砂卵石地层中盾构机选型研究
4.
PREDICTION AND CONTROL ON GROUND SURFACE SETTLEMENT DURING SHIELD CONSTRUCTION ON SANDY COBBLE STRATUM
砂卵石地层盾构施工地表沉降预测与控制
5.
Improvement of Cutter Disk of Shield for Sand-gravel Layer Construction in Beijing Subway

北京地铁砂卵石地层施工盾构刀盘的改进
6.
Improvement on cutter disc of tunneling shield for sandy cobble stratum in Beijing metro

北京地铁砂卵石地层盾构刀盘设计改进
7.
Application of Shield Method in Non - Water Sandy Cobble Bed

盾构法施工技术在无水砂卵石地层中的应用
8.
Research on EPB Machine Applicable for Excavating in Gravel with Sand

适用于砂卵石地层的土压平衡盾构研究
9.
Research on Dynamic Balance Mechanism of the Excavation Face with Earth Pressure Shield in Sandy Cobble Ground
砂卵石地层土压盾构开挖面动态平衡机理研究
10.
TEST AND RESEARCH ON PORE-FORMING TECHNIQUES ON DUCTULE LARGE PARTICLE SANDY COBBLE STRATUM
大粒径砂卵石地层小导管成孔技术试验研究
11.
Construction Measures of the Shield through Shallow Covering Section under Sandy Gravel Formation
砂卵石地层下盾构过浅覆土路段施工技术
12.
Mud Seepage Tests for Slurry Shields Driving in Sandy Cobble Ground

砂卵石地层泥水盾构泥浆渗透试验分析
13.
Effect Analysis about Cutter Depioy for Shield in Cobble Stratum with Rich Water

富水砂卵石地层盾构刀具修复效果分析
14.
EPB TBM Adaptable for Sand and Cobble Stratum in Chengdu City

适合成都砂卵石地层的土压平衡盾构机探索
15.
Feasibility Study on Application of Open Shield in Construction of Beijing Metro Tunnels in Cobble-contained Ground
北京地铁大卵石地层采用开敞式盾构机施工的可行性
16.
Research of Grouting Consolidation Technology in Sandy Gravel Ground by Undercutting under Shallow Cover Tunnel Near Bridge Pile
砂卵石地层浅埋暗挖隧道近桥桩施工注浆加固技术研究
17.
Study on Foam Application During EPB Shield Excavation in Sandy Cobble Bed with no Water

无水砂卵石地层土压平衡盾构施工泡沫应用技术
18.
Study on Mud Fluid Properties for Cutting Face Stability of Slurry Shield in Sand Gravel Layer;
砂卵石地层泥水盾构泥浆特性对开挖面稳定性影响研究