consolidation failure 中文意思是什麼
consolidation failure
解釋
固結破壞- consolidation : n. 1. 鞏固，強化，加強；凝固；固結，壓實，滲壓。2. 【經濟學】統一，合併，調整（期）。3. 【醫學】變實，愈合；【植物；植物學】著生。
- failure : n 1 失敗 （opp success）; 不及格。2 不足，缺乏；衰退；【醫學】衰竭。3 不履行，玩忽。4 破產，倒閉...
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Seller may also at its election terminate this agreement upon written notice to member in the event member ( i ) fails to observe or perform any other provisions of this agreement to be observed or performed by member and such failure continues for a period of thirty ( 30 ) days after written notice from seller, or ( ii ) becomes insolvent or unable to pay its debts as they mature, or files a voluntary petition or suffers any involuntary petition to be filed against it under any provision of any bankruptcy or insolvency statute, or makes an assignment for the benefit of creditors, or applies for or consents to the appointment of a receiver or custodian for its assets, or any attachment or garnishment is initiated or filed against its property, or ( iii ) dissolves, liquidates, consolidates ( other than a consolidation in which member is the surviving entity ), or ceases to conduct operations
有下列事件賣方可以選擇終止協議（ 1 ）賣方發出書面通知30天後，應該遵守或者履行的成員不能遵守或者履行協議的任何有關規定； （ 2 ）到期破產或者無力償還債務，或者在有關破產或者破產條例規定下自願申請或者遭受強制立案，或者作一個債主賠償費的分配，或者申請或者允許他的資產接受者或者保密人員配置，任何附件或者壓扣件創議或者財產立案； （ 3 ）解散，破產，合併（在合併中成員是存在的獨體） ，或者終止商品營運。 -
The fieldworks and the test results show that there appears three failure models on the natural slope, that is, rotational slide, translational slide and earth flows. triaxal tests, including the isotropical consolidation drained and undrained compression and anistropically drained tests, are performed on loosely compacted specimens. the critical state line ( csl ) is obtained in the e - lgp " plot based on the results of the above tests
在野外調查的基礎上，結合試驗成果分析，初步得出自然斜坡破壞的模式，包括旋轉型滑動、平移型滑動及土流等；並對暴雨滑坡轉化成泥石流的影響因素和碎屑物質的運動距離作了定性分析；初步分析了滑坡轉化成泥石流的流態化機理。 -
In this paper, regarding the analysis of stability factors of majiatian tailings fill dam, namely regional geologic structure, rock - soil body of dam foundation, poor geology phenomenon, leach consolidation and chemical consolidation of tailings, seepage water of dam body and king - size flood water of majiatian tailings reservoir, a preliminary demonstration on probability of earthquake liquefaction and seepage failure of dam bodys tailings sand soil, of the dam body failure resulted from abutment landslide and of the flood water overflowing crest, as well as on the contribution of leach consolidation and chemical consolidation of tailings to the stability of dam body has been performed
通過對馬家田尾礦庫區域地質構造、庫區不良地質觀察、尾礦淋濾固結和化學固結、壩體滲透水和庫區特大洪水等因素對馬家田尾礦堆積壩體穩定性影響的分析，初步論證了壩體尾礦砂土的地震液化、滲透破壞、壩肩滑坡使壩體失穩和洪水漫頂的可能性，以及尾礦淋濾固結和化學固結作用有助於壩體的穩定性。 -
In this paper, regarding the analysis of stability factors of majiatian tailings fill dam, namely regional geologic structure, rock - soil body of dam foundation, poor geology phenomenon, leach consolidation and chemical consolidation of tailings, seepage water of dam body and king - size flood water of majiatian tailings reservoir, a preliminary demonstration on probability of earthquake liquefaction and seepage failure of dam body ' s tailings sand soil, of the dam body failure resulted from abutment landslide and of the flood water overflowing crest, as well as on the contribution of leach consolidation and chemical consolidation of tailings to the stability of dam body has been performed
通過對馬家田尾礦庫區域地質構造、庫區不良地質觀察、尾礦淋濾固結和化學固結、壩體滲透水和庫區特大洪水等因素對馬家田尾礦堆積壩體穩定性影響的分析，初步論證了壩體尾礦砂土的地震液化、滲透破壞、壩肩滑坡使壩體失穩和洪水漫頂的可能性，以及尾礦淋濾固結和化學固結作用有助於壩體的穩定性。 -
Because of the clay and aggregation in the soil, which induces the permeability to be bad, excessive pore water pressure produced in the process of dynamic consolidation does not dissipate quickly ; it will lead to the deformation and the failure of the soil
世紀花園高飽和度地基土由於存在粘粒及集聚體，強夯后使土的滲透性變差，超孔隙壓力難以快速消散，致使土發生變形破壞。 -
The reliability of consolidation of double - layered soil is analyzed by monte - carlo method. a probability design coefficient is defined, and the relation between the coefficient and failure probability is given, then the process for probability design of double - layered soil consolidation is provided
定義了一個概率設計系數，在豎向固結系數服從不同概率分佈的情況下，給出了其與失效概率的關系式，並給出雙層地基固結的概率設計的步驟 -
Research results show that the settlements of the road structure mainly come from the consolidation and the accumulative residue settlements under the cyclic loads. excessive uneven settlements will produce the premature failure on the pavement. and few researches on the interaction of pavement and subgrade have been developed at present
研究表明，路面路基結構的沉降變形主要來自地基路堤土層的固結壓密沉降和交通荷載反復作用下路面路基各結構層的累積殘余變形，路面路基結構發生過大的沉降變形會使路面過早破壞。 -
Real - time ct scanning observations reflecting the expansiveness and strength variation are carried on. the structural changes during the course of consolidation, shear failure, swelling and water saturated shear failure are analysed by means of ct images
根據ct圖像的變化，分析膨脹土固結前後、剪切破壞、加水膨脹變形、飽和后剪切破壞過程中膨脹土的結構變化。
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