soil cap 中文意思是什麼

soil cap 解釋
表土層
  • soil : n 1 泥土，土壤；土質。2 土地，國土。3 滋生地，溫床。4 農業生活，務農。n 1 臟東西，污物，污穢，污...
  • cap : n 1 無邊帽，便帽；制服帽；軍帽；頭巾。2 鞘，（筆）套，蓋，罩子；（鞋）尖。3 【建築】柱頭；【礦物...
  1. In this paper, using the program ( epagpll ), the bored testing pile group of the chinese architecture science and research institute at luokou area are analysised. the comparisons among analytical results of four constitutive models of soil are made, and the deformation of piles and soil, the soil resistance of the piles, the friction beneath cap, the aclinic displacement of the ground soil before piles and the failure pattern of pile group are discussed in detail

    本文利用所編的程序，對上海地區豎向荷載作用下的單樁的流變效應進行了分析，並通過樁體位移?時間關系曲線，確定軟土地基上豎直受力樁的承載力，分析了豎直受力樁的最終沉降量的大小，並結合《上海地區地基基礎》地方規范就程序計算結果進行了對比。
  2. In loose allwool garments with harris tweed cap, price 8 6, and useful garden boots with elastic gussets and wateringcan, planting aligned young firtrees, syringing, pruning, staking, sowing hayseed, trundling a weedladen wheelbarrow without excessive fatigue at sunset amid the scent of newmown hay, ameliorating the soil, multiplying wisdom, achieving longevity

    澆水，剪枝，用樁撐起，播種牧草種籽。日暮時分，在新割牧草的一片清香彌漫中，在不過分勞累下，推著那堆滿了雜草的低矮的獨輪車，改良著土壤，不斷豐富著知識，獲得長壽。
  3. Application of ptc pile with cap for profundity soft soil ground treatment

    管樁在深厚軟土地基處理中的應用
  4. In addition, the computer method is proposed to get the stochastic pile capacity and the random optimum analysis is done in virtue of the genetic algorithm which can easily think over the influence of the randomness of pile capacity on the internal force of capping beam based on the thorough analysis about the primary factors influencing the randomness of pile capacity. an optimization program is worked out for the analysis which can consider the pile - soil - cap interaction and the non - linear character of the foundation soil

    此外，本文對影響基樁承載力差異性的主要因素進行了深入分析，提出了基樁承載力隨機生成的計算機方法，並採用遺傳演算法對承臺梁內力進行隨機優化分析，可方便地考慮基樁承載力隨機性對承臺梁內力的影響，並開發出能考慮樁?土?承臺共同工作及地基土非線性特性的樁基承臺梁內力優化分析程序。
  5. By comparison of k - l change and k - t change, this paper thinks tasseled cap change can separate vegetation from soil better

    比較cbers - 01圖像k - l變換和k - t變換的兩個主要成分，發現纓帽變換能較好地分離土壤和植被。
  6. The measured results of settlement depth for foundations with different breadth, soil deformation area around pile and foundation, interaction coefficient of double pile and load distribution on pile top beneath cap illustrate that the effects of interaction of soil - soil, pile - soil and pile - pile are obviously lower than elastic theory values

    不同基寬壓縮層深度、基礎和樁側土變形范圍、雙樁相互影響系數以及樁頂荷載分佈的測試結果說明，土土、樁土、樁樁相互作用效應較連續介質彈性理論值明顯弱化。
  7. To exert the strength of the piles and soil between the piles sufficiently, one pile cap is put on the top of the pile, and then gravel cushion is above, in the middle of the gravel cushion a layer of steel net is placed, and all these form the pile - net - cushion composite ground

    為了充分發揮樁身強度大和樁間天然地基承載力的作用，應選擇在樁的頂部設置樁帽和加鋪碎石加筋墊層，形成樁網墊層的控沉疏樁復合地基。
  8. In this paper, in order to solve the difficulties in the rain pipe construction in jianyu road of yulin city, the pipe - pushing technique for the hand - type tool pipe in the sand soil layer has been researched by experiments in which many practice problems were considered such as the movement and deformation of sand soil, the difficulties for the pipe to enter the scheduled work soil, the collapse of excavation surface, the departure of pipe center and the difficulties to correct this departure. by both the calculations for the stabilities of back - supporting soil body and excavation surface and the theoretical analysis on the reasons for the departure ' s producing, some construction techniques were introduced and adopted in this paper which include not only the change and reinforcement to both the back - supporting soil body and the scheduled work soil body but also the settings of pipe cap, lattice and correcting system on the head of the tool pipe

    本文針對榆林市建榆路雨水管道中遇到的技術難題，進行手掘式工具管砂土層頂管法施工技術試驗研究，在研究中考慮砂土層存在的后靠土體移位、變形，工具管難以進入出洞土體，挖掘面易坍塌、管道中心易偏差及難糾偏等問題，通過對后靠土體和挖掘面的穩定計算及偏差產生原因的理論分析，提出並採用后靠土體換填加固，出洞土體換填加固，以及在工具管頭部設置管帽、格柵、糾偏系統等技術措施
  9. At last, the resultes are compared with those without adoption of random field model and the reliability of pile foundation under vertical load is systematically studied. the conclusion is that the interaction of piles group - soil - pile cap has great effect on the reliability of the pile foundation

    並與未採用隨機場模型的計算結果相比較，對豎向荷載下樁基可靠性進行了較系統的研究，說明樁群?土?承臺相互作用的特性對整個樁基礎的可靠度有很大影響。
  10. At the same time, the corresponding programs on the above two methods can be compiled in frotran90 respectively, which are used to analyze the influence of several factors on behaviour of barrette pile group and barrette pile group - soil - cap interaction, including collocation of pile, ratio of length to width, pile spacing, ratio of depth to equivalent diameter, ratio of modulus of pile to soil, possion ' s ratio, the finite layer, the number of piles etc. lastly a series of model tests on vertically - loaded bahaviour of single pile are made, tests results are analyzed, and the causes of tests failure are preliminarily discussed in this paper

    分析了群樁布置形式、長寬比、樁與樁之間的相對距離，樁徑比、樁土剛度比、泊松比、有限壓縮層深度以及群樁根數等因素對壁板樁群樁和壁板樁群樁?土?承臺的相互共同作用問題的影響。論文最後做了一組壁板樁和圓形樁單樁模型試驗，對試驗數據進行了分析，並對試驗中存在的問題進行了初步探討。
  11. In order to study the behaviour of barrette pile group interaction and barrette pile group - soil - cap interaction, the proposed approximate three dimensional method of single pile is extended in this paper. the respective governing load - settlement equations corresponding to barrette pile group interaction and barrette pile group - soil - cap interaction have been derived

    為了研究壁板樁群樁的相互作用和壁板樁群樁?土?承臺的共同作用，本文將壁板樁單樁的近似三維彈性理論法作了進一步延伸，分別推導出了各自的荷載沉降控制方程，並編制了相應的程序。
  12. Under 40cm, the contents are about 60mg / kg. 3. under the different site types, the contents of soil organic matter, total n, available n, p, k have no obviously difference. but the height of the robinia pseudoacacia, the cap of the robiniapseudoacacia, the diameter of the robinia pseudoacacia above one meter of ground, the length of new branch have the similar disciplinarian : semi - shady > sunny > semi - sunny no matter what may, july, september

    不同立地條件下土壤有機質、全氮、有效氮、速效磷和速效鉀含量差異不顯著，但刺槐的株高、冠幅、胸徑、新枝卻有明顯的差異，無論是5月份、 7月份還是9月份、其株高、冠幅、胸徑、新枝長度從大到小順序均是：半陰坡半陽坡陽坡。
  13. The objective of this paper is to investigate the analysis of dynamic soil - pile - cap machine system interaction in the background of the practical project

    本文以實際工程項目為背景，研究土-樁-承臺?機器系統的動力相互作用。
  14. In view of the system complexity, it is difficult for a number of previous methods to consider the embedded cap effects on the dynamic pile - soil interaction system. as a result, the dynamic impedance of a pile group with embedded cap was rarely reported

    由於系統的復雜性，以往樁-土動力相互作用研究的很多方法難以考慮承臺的埋置作用，因此有關埋置承臺（低承臺）群樁動力特性的研究報道很少。
  15. It was shown that the measured active soil pressures were smaller than the theoretical values and diminished with time, the measured pore water pressure decreased with the time and increased with the depth of soil, the combinative effects of cap girder and supporting structure were obvious which diminished the displacement of foundation pits, and the measured axial force of the anchor and interior steel beam were far less than the design force, indicating that the design safety factor of the foundation pit was too large to be economical

    基坑工程實行信息化施工並獲得了豐富的監測數據，通過對數據分析結果表明：實測主動土壓力小於計算主動土壓力，實測主動土壓力隨時間延長變小：土體中孔隙水壓力隨時間增長而減小，孔隙水壓力隨深度增加而呈非線性增加；基坑冠梁協同作用明顯，冠梁減小了基坑變形；錨索軸力比較穩定，鋼撐軸力變化相對較大，且二者軸力仍富餘較大，該設計比較安全。
  16. The load of the foundation of pile - cap related with not oniy the load of upper structure, the strength of material, the style of structure, the rigidity of pile etc., but also the variable soil, as forms a cornplex system

    樁基承臺的受力不僅與上部結構荷載、材料強度、結構形式、基樁的剛度等因素有關，而且受千變萬化的地基土質的制約，形成了一個非常復雜的體系。
分享友人
分享到 Line

分享到臉書