卸荷岩体,unloading rock mass英语短句,例句大全

卸荷岩体,unloading rock mass
1)unloading rock mass卸荷岩体
1.Some discussions on unloading rock mass in slope engineering;边坡工程中卸荷岩体的探讨
2.Analysis of factors affected on prestress losses of unloading rock mass;卸荷岩体锚固预应力损失的影响因素分析
3.On the contrary, if unloading rock mass mechanics is employed, the results will be well accordant with actual feature of rock mass.岩石边坡开挖为卸荷力学条件,以开挖边坡为例,介绍卸荷岩体的分析方法,采用卸荷岩体力学的方法分析边坡的位移变形比较符合实际。

英文短句/例句

1.Study on Sensitivity of Stable Parameters for Rock Slope and Mechanical Parameters of Excavation Unloading Rock Mass;岩质边坡稳定参数敏感性分析及其开挖卸荷岩体力学参数研究
2.ACOUSTIC RESPONSES TO ROCK CORE UNLOADING-DISTURBANCE AND UNLOADING-SENSITIVE ROCK MASS岩芯卸荷扰动的声学反应与卸荷敏感岩体
3.Numerical Simulation of Rock Mass Unloading Damage and Its Engineering Application;岩体卸荷损伤数值模拟及其工程应用
4.STUDY ON PRESTRESS LOSS LAW OF ANCHOR CABLES IN DEEP UNLOADING DEFORMED RIPPED BLOCKS深卸荷变形拉裂岩体锚索预应力损失规律研究
5.UNLOADING OF THE ROCKMASS AT THE UP AND DOWNTREAM DAMS OF HYDROPOWER STATION IN JINSHA RIVER金沙江某水电站上下坝址岩体卸荷差异研究
6.Analysis on Unloading Phenomenon of Rock Excavation and Its Mechanics Model of Xiaowan Power Station大规模岩体开挖卸荷现象及其力学模式分析
7.RESEARCH ON UNLOADING AND ZONATION OF ROCK MASS DAM FOUNDATION EXCAVATION-A CASE STUDY OF XIAOWAN HYDROPOWER STATION坝基岩体开挖卸荷与分带研究——以小湾水电站坝基岩体开挖为例
8.Experimental study on failure mechanism of high slope-rock anchor cable under condition of strong-unloading and toppling fractured rock mass强卸荷、倾倒拉裂破碎岩体条件下高边坡岩锚破坏性试验研究
9.Multi-fields Coupling Analysis on Deep Rock Mass and Unloading Study on Underground Excavation;深部岩体多场耦合分析及地下空间开挖卸荷研究
10.A Study on Interaction between Seepage Flow and Unloading Mechanics and Drainage of Fractured Rock Masses;裂隙岩体渗流与卸荷力学相互作用及裂隙排水研究
11.Experimental Study and Numerical Analysis of the Coupling between Seepage Field and Stress Field of Rock Mass with Unloading;岩体卸荷应力场—渗流场耦合试验研究及数值分析
12.Cause of Formation of the Dam Zone Red Mud-intercalated and Relaxed-tension Rock Mass and Its Influence on the Engineering in Jiangpinghe Hydroelectric Power Station;江坪河电站坝址红色夹泥、卸荷拉裂岩体成因及对工程影响研究
13.Engineering Geology Study on Weathered & Unloaded Granite Rock Mass in Incised Valley of Yellow River Laxiwa Hydroelectric Station;黄河拉西瓦水电站深切河谷花岗岩体风化卸荷的工程地质研究
14.Experimental and Theoretical Study on Macroscopic and Mesoscopic Failure Mechanism of Rock Mass under Loading and Unloading Conditions加卸荷条件下岩体宏细观破坏机理的试验与理论研究
15.Unloading Zones and Rock-mass Quality Classification Study of Dam Slope Area of Lianghekou Hydroelectric Power Station in Yalong River雅砻江两河口水电站坝址区边坡卸荷分带与岩体质量分级研究
16.Study on Unloading Mechanics and Its Reological Properties of Rock under High Strsss高应力下岩石卸荷及其流变特性研究
17.Failure characteristics and constitutive model of rock under unloading condition岩石卸荷破坏的变形特征及本构模型
18.THE EFFECTS OF DIFFERENT UNLOADING RATES ON ROCK STRENGTH卸荷速率对岩石强度影响的试验研究

相关短句/例句

unloaded rock mass卸荷岩体
1.On the basis, an increment constitutive relationship of unloaded rock masses was established,then the constitutive relationship was incorporated into ADINA, and the high slope model of the Ge-heyan hydropower station was analyzed.对地质材料模型、石膏模型、砂浆模型进行了模型试验,通过对模型试验得出的数据进行分析、拟合,得出卸荷岩体的增量本构。
2.The problems of size effect of unloaded rock mass,i.根据三峡工程永久船闸高边坡岩体的物理仿真卸荷试验,研究了卸荷岩体的尺寸效应问题,即应力-应变关系、抗压强度、抗拉强度、变形模量、泊松比、各向异性等物理特性,得到了几点有意义的结论,并推荐了相应的力学参数。
3.On the basis of unloading tests of rock sample,the deformation and fracture features of unloaded rock mass are studied in conjunction with fracture systems of some large excavation project.研究表明,岩石在卸荷状态下的变形表现为沿卸荷方向的强烈扩容,其破裂以张性破裂为特征,并存有张剪性和剪性破裂;卸荷岩体除具有上述变形破裂特征外,其变形破裂程度及方式受岩体结构的控制,比岩石更易发生变形与破坏,特别是其破裂体系,很大程度上受岩体结构的控制。
3)load off of rock岩体卸荷
4)Moderately Weathered Rock弱卸荷岩体
5)unloading rock mass theory卸荷岩体理论
6)unloading rock mass mechanics卸荷岩体力学
1.For the sake of recognizing the characters of excavation engineering rock mass in nature, the authors, who, based on the unloading rock mass mechanics, discuss the deformation and destruction characters, the methods of stability analysis and the design theories of the slope engineering rock mass.从卸荷岩体力学的基本观点入手 ,探讨了边坡工程岩体的变形破坏特性、稳定性评价方法以及开挖设计理论。