excavation的例句大全

Application of HS Model in Base Pit Excavation Simulation

HS模型在基坑开挖模拟中的应用

Deep excavation is a venture project, its risk represent that excavation supporting structure is a provisional establishment, once the basement completed it will blank out.

深基坑工程是一项风险工程、其风险表现为基坑支护是临时性结构，一旦地下室施工完成就作废。

The experimental results show that, this improvement can improve the flow of control performance of the system, then improve performance of vibration cutting excavation.

实验结果表明，这种改进能有效地提升流量控制的精确性，实现了对振动掘削性能的改进。

By applying this theory to the engineering project of the deep foundation excavation for Shanghai New-World Building near the Shanghai Subway tunnel, the maximum horizontal displacement of the saturated soft soils around the deep foundation excavation is successfully limited to 0.12% H.

将这一原理应用于毗邻地铁区间隧道的上海新世界商城深基坑围护工程，成功地使得基坑四周饱和软土的最大水平位移量减小到基坑最终开挖深度H的0.12%。

Optimization of Complex Underground Cavity Group Excavation Project

复杂地下洞室群开挖方案优化

Deformation and mechanical properties of the large underground cavern surrounding rock with complex excavation

复杂开挖条件下大断面洞室围岩的变形及力学特性研究

Application of Accelerating Genetic Algorithm in Prototype Observation and Its Prediction during Underground Cavern Excavation

加速遗传算法在地下洞室施工监测及预测中的应用

Risk Analysis on Blasting Vibration during Underground Cavern Excavation in The Second Stage Construction at One Hydropower Station

某水电站二期工程地下洞室开挖爆破震动风险分析

A non-local softening model and its application to engineering excavation

岩土工程开挖模拟的非局部软化模型

A Clustering Analysis Model Based on Fuzzy Self-Organizing Nerval Network for Evaluation of Underground Excavation Stability

地下工程稳定性的模糊自组织神经网络聚类分析模型

On Blasting Excavation of Power House Dam Section of Jinghong Power Station

景洪水电站厂房坝段开挖爆破

In order to ensure the excavation of sediment discharge bottom outlet at right side and foundation of the power house dam section, the blasting method was used in Jinghong power station.

景洪水电站主厂房右侧紧邻右冲沙底孔，右冲沙底孔作为二期纵向围堰的组成部分，在主厂房开挖前已经形成。

Soldier pile wall technology has become an important mean of supporting structure in soft soil deep-foundation excavation.

排桩式地下连续墙技术，采用钻孔灌注桩及相应配套技术，已发展成为软土地层深基坑开挖的支挡结构一项重要手段。

The effect and its optimization of ring beam in soldier pile support system in deep excavation is analyzed which includes the mechanism of the optimal section design of ring beam as well as the relationship between length of pit and ring beam effect.

从圈梁作用机理、圈梁截面优化、圈梁效应与基坑边长的关系三方面对基坑支护桩结构圈梁进行优化设计。

According to a lot of field tests and numerical efforts, the spatial deformation mode of the top beam and pile is deduced for the cantilever soldier pile retaining structure in rectangular excavation; and the expression of the potential energy is derived for the total supporting system.

以矩形基坑悬臂排桩支护结构为研究对象，通过分析现场实测数据和数值计算，归纳出了冠梁和支护桩的空间变形模式，建立了整个支护系统的能量表达式。

The inner-bracing soldier pile retaining system has the advantages of high reliability, no trespassing red line, strong stratum adaptability, being easy to be combined with the top-down construction method, etc*, which is widely used in deep excavation supporting system in soft soil area.

在软土地区基坑支护中，内撑式排桩支护体系由于具有较高的可靠性、不侵越红线、地层适应性强、便于与逆作法施工相结合等优点而得到广泛应用。

The analysis shows that the variation of the formed mode before and after the excavation of roads, the plastic deformation due to too large backfill subgrade, the sliding, shear failure of the excavated interface are the main cause of pavement damage.

分析表明，道路开挖前后受力模式的变化、回填土路基过大的塑性变形及开挖界面的滑动剪切破坏是造成修复区路面损坏的主要原因。

After shallow loess tunnel excavation, the surface formation sliding trend due to failure of soil, because tensile stress exceeds the tensile strength of soil.

在浅埋黄土隧道施工后隧道上方地层形成滑动趋势面的地表部分，因拉应力超过土体抗拉强度而破坏。

Effective down sliding force defined as with the increase of excavation depth h, slippery on the increment of the sliding plane.

有效下滑力定义为随开挖深度h的增加，滑裂面上下滑力的增量。

For the faulted landslides masses, the antislip force of the sliding mass decreases because of the precipitation or artificial excavation, then the sliding masses fall from one imbalanced position to another new equilibrium position.

错落式滑坡滑体因降雨或人工开挖等因素导致滑体的抗滑力减小，滑体从不平衡的位置下滑到新的平衡位置。