1.
The Design and Numerical Simulation Studies on Cross Anchor Structure in Foundation Pit Bracing;
对拉支护结构在深基坑支护工程中设计方法和数值模拟的研究
2.
The anchoring tension influences on piles in row structure deformation and mechanical characteristics
锚拉力对排桩支护结构变形和受力特性的影响
3.
Design and Utilization of Lasson Pile Supports and Protections Technology in Hole Excavated for Building Foundation Supports and Protections;
拉森桩支护技术在基坑支护中的设计和应用
4.
Application of prestressed rod in roadways
井巷预应力拉杆支护方式应用及探讨
5.
Analysis of Soil Nailing with Lagrangian
运用拉格朗日法分析基坑开挖与土钉支护
6.
A Design of Anchor Piles Brace Structures for Soft Soil Foundation Pits
浅析软土基坑支护中的锚拉桩结构设计
7.
The Effect of Elastic Support on the Natural Frequency of Flexible Cable of Cable Stayed Bridge
弹性支承对斜拉桥拉索自振特性的影响
8.
The interior pairs of cables will be supported on saddles.
当中的各对拉索支承在鞍座上。
9.
The influence of elastic supporting column on integral stressed membrane structure
弹性支承柱对整体张拉膜结构的影响
10.
Support, encouragement, or championship, as of a person, an institution, an event, or a cause, from a patron.
庇护，保护保护人对某人、机构、事件或事业的支持、鼓励或维护
11.
Study of protective effect of edaravone on lung injury after chest impact trauma in rabbits
依达拉奉对兔肺挫伤保护作用的研究
12.
The Effect of a Developmental Supportive Care Training Program for NICU Nurses;
对NICU护士进行发育支持护理培训效果的研究
13.
Evaluation of Foundation Pit Excavation Proposals with Multiple Support Types
对多种围护方式相结合的基坑支护方案评价
14.
The support technics process of "three bolting-anchor" support (bolting and shot-concreting、 anchorage cable、 bolt-grouting) of soft rock roadway is studied in this paper.
本文对软岩巷道“三锚”(锚喷、锚索、锚注)支护的支护工艺过程作了研究。
15.
Study of Influence of Variation of Preliminary Lining on Security of Supporting System for Xia'men Sub-Sea Tunnel
厦门海底隧道初期支护变异对支护体系安全性影响研究
16.
3-D Elastic-Plastic Finite Element Analysis of Pure Soil Nailing and Soil Nailing+Mixing Pile Composite Soil-Nailing
纯土钉支护与土钉+搅拌桩复合土钉支护的三维有限元对比分析
17.
The Numerical Simulation and Supporting Methods of Deep Foundation Pit Excavation Process
深基坑开挖过程数值模拟及支护对策
18.
Effect of Lateral Unloading on Foundation Pit Displacement
土体侧向卸荷对基坑支护位移的影响