1) influence depth of unloading
卸荷影响深度
1.
In the design and calculation of the excavation engineering, the influence depth of unloading is usually determined based on experiences.
目前在基坑设计与计算中,大多只是凭借经验来选取卸荷影响深度。
2) unloading disturbed area
卸荷影响带
1.
The unloading disturbed area of in the rock mass of permanent ship passage in Three Gorges of the YangtzeRiver and the relaxed bound around the headrace tunnel of Shuibuya Dam on the Qingjiang River are two typical engi-neering problems to geophysical exploration.
长江三峡工程永久船闸高边坡卸荷影响带和清江水布垭导流洞洞壁松动圈对物探检测来说是两个极具代表性的工程问题，而地震波 CT 和声波测试又分别代表着最前沿和最常规的物探检测方法。
3) influence depth
影响深度
1.
Meanwhile,the characteristic or the relationships for the strengthening effect,deformation orderliness,tamping-energy,tamp frequency,tamp influence depth and the horizontal influence distance via a novelty in.
通过对红砂岩填石路基的强夯试验和地表变形、深层变形等的观测分析,提出了采用压实度确定强夯设计参数的方法,分析研究了强夯的加固效果、变形规律与夯击能量、夯击次数、夯击影响深度及夯击水平影响距离的关系,获得了强夯法加固各参数具体拟合计算公式,并提出了设计和施工建议。
2.
By simulating the excavation course of foundation pits and starting with the change of stress field,the regularities of remanent strength and static earth pressure of viscous soil mass under excavated plane are analyzed so that the influence depth due to soil mass excavation unloading may be determined.
模拟基坑开挖过程,由应力场变化方面入手分析开挖面以下粘性土体残余强度和静止土压力的规律性,以期确定土体开挖卸荷的影响深度。
3.
Based on the analysis of stress path characteristics,influence depth of reinforcement and mechanism of consolidation deformation,this paper reveals the characteristics of stress and deformation in the bridge-slope subgrade reinforced by vacuum well-point dewatering combined with equal preload.
通过对真空井点降水联合等载预压这种加固新方法在加固过程中土体应力路径特征、加固影响深度及加固后的土体固结变形机理的分析,揭示了在该加固方法条件下地基土中应力变化及其相应的变形规律,并与注浆加固进行土体物理力学指标和工后沉降对比,从而闸明了该方法在桥坡路基加固中较传统注浆加固方法更具有合理性与经济性。
4) effective depth
影响深度
1.
By means of the stress state analyses on the rock mass surrounding openings , we studied the stress state of rockburst and the effective depth of rockburst .
Russenses岩爆判据是岩爆分析常用判据,为求出该判据中环向应力,先导出了krisch方程,借助于岩石应力状态分析,对岩体在不同的水平和垂直应力作用下发生岩爆的影响深度进行研究。
5) effect of depth
深度影响
6) unload response
卸荷响应
补充资料：荷电粒子与非荷电粒子
分子式：
CAS号：
性质：荷电粒子带电，包括电子、正电子、带电介子、质子或其他离子；非荷电粒子不带电，包括X射线、γ射线和中子。荷电粒子和非荷电粒子都可以是致电离辐射但电离方式略有不同。
CAS号：
性质：荷电粒子带电，包括电子、正电子、带电介子、质子或其他离子；非荷电粒子不带电，包括X射线、γ射线和中子。荷电粒子和非荷电粒子都可以是致电离辐射但电离方式略有不同。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条