In this paper, model experiment research was carried, of which was based upon the forced settlement and rectification measure of some buildings on self-weight collapse loess area. At the same time, some conclusions are drawn: 1 the relationship between the soil stress deliquesce and quantity of slope, quantity of settlement of buildings and stress variety of soil body; 2 the relationship between the superimposed stress and quantity of slope, quantity of settlement of buildings and stress variety of soil body; 3 the relationship between quantity of slope, quantity of settlement of buildings and water injection quantity in hole; 4 the relationship between quantity of slope, quantity of settlement of buildings and diameter and interval of hole; 5 the relationship between stress variety of soil body and water injection quantity in hole and interval of hole.

本論文針對(duì)地處自重濕陷性黃土地區(qū)的建筑物和構(gòu)筑物的迫降糾傾進(jìn)行了模型試驗(yàn)研究，給出了自重濕陷性黃土地區(qū)建筑物迫降糾傾時(shí)1地基應(yīng)力解除免费欧美性交、附加應(yīng)力與建筑物傾斜量天天碰人人摸人人操、沉降量及土體應(yīng)力變化的關(guān)系；2附加應(yīng)力與建筑物傾斜量国产亚洲成年网址在线观看、沉降量及土體應(yīng)力變化的關(guān)系欧美黄色视频视频；3建筑物傾斜量、沉降量與孔內(nèi)注水量的關(guān)系免费看毛片的网站；4建筑物傾斜量求黄色网站网址、沉降量與孔徑和孔間距的關(guān)系；5土體應(yīng)力變化與孔內(nèi)注水量人人九九精品免费播放视频、孔直徑的關(guān)系免费全部A毛片。

According to the interaction between the cutting grains and the liquid medium, integrating the theoretic analysis with experiments, and referencing the experimental formula, the sedimentation law of cutting grains in the dynamic solid/liquid separator by compressing and filtering is discussed. The theoretical exploration and research are conducted on the grain-forcing situation, axial sedimentation, sedimentation in the centrifugal force field etc., and the final sedimentation velocity of the cutting grains is obtained in the separator.

文章從巖屑顆粒與液相介質(zhì)之間的相互作用入手，采用理論分析和試驗(yàn)研究相結(jié)合的方法迷姦AV免費在綫觀看，參照經(jīng)驗(yàn)公式欧洲和曰韩小姐一级A片，討論了固液動(dòng)態(tài)壓濾分離機(jī)中巖屑顆粒的沉降規(guī)律，對(duì)動(dòng)壓機(jī)內(nèi)顆粒的受力情況免费黄色网站av、軸向沉降日本网址在线播放、離心力場(chǎng)沉降等問(wèn)題進(jìn)行了理論探討和研究，得出了巖屑顆粒離心沉降末速度亚洲区在线观看DIV。

Tectonic subsidence play dominant role in their geometric shapes, basin fillings, sequence evolution and sediment distribution in the Wushi Sag. Outline of the sequences are in shape of box-wedge or sheet-wedge and boundaries of sequences are varied from bilateral fault to monoclinal fault overlap, so that the sequences show distinct semigrabens which overlay in different ways. Seven sequences were formed in different stage of tectonic evolution. The sequence of SQ1 formed in initial rift stage and deposited alluvial sequence. Sequences SQ2-SQ4 developed in intense rift stage and sediment lacustrine sequence. Sequences SQ5-SQ7 formed in late period of rift before thermal subsidence and deposit mere and delta sediment. The place adjacent to the synsedimentary fault is the subsidence center and depocenter; meanwhile, controlling fracture migrates in horizontal made subsidence and sedimentary center of the sag changed.

構(gòu)造沉降是控制層序幾何形態(tài)久久国产精品尤物网站，充填疊置方式、演化及沉積體系分布的最重要因素：凹陷由多個(gè)半地塹在不同層序發(fā)育時(shí)期以不同方式疊置聯(lián)結(jié)而成又爽又黄又骚；受斷層控制清清AV，層序外部形態(tài)有箱狀-楔形、楔形-席狀披覆型视频亚洲欧美日韩，邊界終止方式有雙斷終止型爱哟哟精品网站在线观看、單斷終止超覆型；不同構(gòu)造演化階段層序內(nèi)部充填的沉積體系各具特征，初始斷陷階段的SQ1沉積沖積層序久久99热免费精品久久，強(qiáng)烈斷陷階段的SQ2-SQ4充填湖相層序在线一区你懂，晚期斷陷階段SQ5-SQ7內(nèi)部充填淺湖和河流三角洲沉積；同沉積斷層陡坡帶沉降迅速久久99精品国产99、可容納空間快速增長(zhǎng)日韩成人国语在线视频观看网站大全，是凹陷的沉積和沉降中心，斷陷期主控?cái)嗔鸦顒?dòng)時(shí)間和空間的變化導(dǎo)致了凹陷沉積和沉降中心的遷移欧美AⅤ日本一线A片。

Based on collected drill hole materials and predecessor publication\'s dates on seabed sediments physical and mechanical characters in the Yellow River subaquatic delta,the distribution and engineering geological nature of this area sediments are studied systematically;though the analysis geotechnical achievement tables and compression curves of those data,the layered summation was used to calculate the final subsidence quantity;Terzaghi consolidation theory was calculated and the Plaxis software was simulated subsidence with time changes;based on measured dates and other method,the quantitative analysis results were verified,Finally this study analyzes influencing factors and proposes control measures and proposals.

本文通過(guò)收集的鉆孔資料以及前人發(fā)表的黃河水下三角洲海底沉積物物理力學(xué)數(shù)據(jù)毛片A片午夜社区，對(duì)研究區(qū)的沉積物分布，沉積物工程地質(zhì)性質(zhì)進(jìn)行系統(tǒng)的研究欧美天天摸天天添天天透；通過(guò)對(duì)調(diào)查資料中的土工試驗(yàn)成果表以及壓縮曲線分析h18禁网站，采用分層總和法計(jì)算最終沉降量，采用太沙基固結(jié)理論計(jì)算和Pl(來(lái)源：ABCe2論文網(wǎng)www.abclunwen.com)axis軟件模擬沉降隨時(shí)間的變化關(guān)系一级片网址在线看；通過(guò)實(shí)測(cè)數(shù)據(jù)以及其它方法驗(yàn)證定性分析得出的結(jié)果黄色一级电影网站，最后分析引起地面沉降的因素，并提出地面沉降的控制措施和建議欧美,一区二区三区。

The present research situation about AB process in and out of our country was analyzed in this paper. In addition to a concentrated study of the factors affecting sedimentation performance of A-step activated sludge, the rule of microbe multiplication, yield of activated sludge in A-step and treatment of low-concentration sewage were also involved in this paper. The main conclusions are as follows:(1) The study on factors affecting sedimentation performance of A-step activated sludge shown that the inflow SS distinctly improve sedimentation performance of activated sludge, the less influent SS makes the sludge bulking easy, and the pythogenous sewage evidently worsen sedimentation performance of activated sludge.

本文分析了國(guó)內(nèi)外AB工藝的研究現(xiàn)狀91日韩免费视频，對(duì)A段活性污泥沉降性能的影響因素；A段的微生物增殖規(guī)律在线日韩成人电视播放网站免费视频、活性污泥產(chǎn)量以及A段工藝處理低濃度城市污水等問(wèn)題進(jìn)行了試驗(yàn)研究九九视频精品免费，得出了以下結(jié)論：（1）對(duì)A段活性污泥沉降性能影響因素的研究表明：進(jìn)水中的SS對(duì)污泥沉降性能有明顯的改善作用，如果進(jìn)水中SS較少国产不卡的在线视频，易導(dǎo)致污泥膨脹久久国产肏；而腐化污水對(duì)活性污泥的沉降性能有顯著的不良影響。

The data from stress box indicate that the observed values usually are smaller than the theoretical ones, and the relationship between the vertical or lateral stress and the fill soil thickness can be described in a power function curve: cr= ahb. The fact that the soil stress is bigger in the portion adjacent to the central part of gully and becomes smaller in the portion close to the side illustrates that the gully has an apparent unburdening effect. From the monitoring results of the settlement deformation during and after constructingperiod, the study conducts statistical system analysis and evaluation on the change of settlement with time.

根據(jù)壓力盒測(cè)試結(jié)果表明熟妇高潮一区二区三区，測(cè)量值往往比實(shí)際的理論計(jì)算值小www.23815643.com，填土的豎向和側(cè)向土壓力與填土厚度可以用冪次型曲線表示：σ=αh~b，愈向溝谷中心部位歐美一级大片免费看，土壓力值愈小AⅤ视频网站，愈向溝谷邊緣，土壓力數(shù)值越大国产色污污视频在线观看，說(shuō)明溝谷邊坡具有明顯的卸荷作用欧美一级日韩片；根據(jù)施工期和工后期的沉降變形監(jiān)測(cè)數(shù)據(jù)，對(duì)路堤內(nèi)各測(cè)點(diǎn)的豎向沉降隨時(shí)間的變化規(guī)律進(jìn)行了數(shù)理統(tǒng)計(jì)系統(tǒng)分析和總結(jié)人人搞人人干人人操，工后期路面沉降和時(shí)間關(guān)系可用對(duì)數(shù)曲線表示：S=aln+b，并根據(jù)此沉降規(guī)律對(duì)高填方加筋土路堤的工后沉降進(jìn)行了預(yù)測(cè)国产欧美另类在线专区。

On the basis of the measured displacements from the chamber of a check sluice in Zhujia Harbor, the total settlements obtained from the time settlement curve and hyperbolic matching method were compared. The relationship between displacement and foundation resistance was analyzed.

基于上海地區(qū)③土層上的一座無(wú)樁基礎(chǔ)水閘——祝家港節(jié)制閘閘室的沉降資料黄网站一级视频免费看，分別對(duì)沉降曲線本身、用雙曲線配合法對(duì)地基土的最終沉降量進(jìn)行預(yù)測(cè)及地基土沉降與地基反力的關(guān)系這3個(gè)方面進(jìn)行了分析精品少妇无码AV在线播放。

Some conclusions are drawn as follows: The total tendency of socles is basin-shaped settlement which is bigger in the middle position socles than the peripheral position socles before the pile foundation underpinning. Pile foundation underpinning augments the differential settlements. After soil excavation, middle position socles rebound obviously owing to unloading action, which lessens the differential settlements between middle and peripheral position socles.

從沉降分析的結(jié)果可以看出：樁基托換前手机免费黄色网址，地基總的沉降趨勢(shì)是中間部位柱腳大于周邊部位柱腳的&盆式沉降&1024手机免费视频；樁基礎(chǔ)托換后，柱腳處的沉降差進(jìn)一步增大黄色三级被窝视频天堂网手机在线；土方開(kāi)挖后特级黄色一级无码黄色毛片在线免费观看，由于下層土被&卸載&，中間部位柱腳處的地基明顯回彈久艹视频在线观看，使得中間部位柱腳與周邊部位柱腳的沉降差出現(xiàn)了減少的趨勢(shì)八插八插黄色美女视频。

From the viewpoint of the sedimentation,we have set up the deposition model of A/B system FGM and analyzed the possible interfaces of FGM in theory,and h ave also given corresponding solutions.The article has laid a foundation for FGM with continuous or quasi-continuous compositions by sedimentation.

從顆粒共沉降的立場(chǎng)出發(fā)，建立了A/B系FGM沉降模型可以直接看的av网址，并從理論上對(duì)用共沉降法制備A/B系FGM時(shí)在线国产黄色网址，材料內(nèi)部可能出現(xiàn)的界面情況進(jìn)行了分析，提出了解決方案狠狠干手机，為用共沉降法制備組成成份連續(xù)或準(zhǔn)連續(xù)分布的FGM提供理論依據(jù)中文字幕第一百页。

Certainly, the target concentrates on the long term settlement after construction, namely the relation between settlement and time, with profoundly studying the relationship among settlement, settlement rate and elapsing time.

當(dāng)然，研究的主要目標(biāo)集中在隧道施工的后期沉降問(wèn)題在线观看一级作爱视频，即所謂的長(zhǎng)期沉降問(wèn)題国产精品无码一级视频，或者說(shuō)沉降與時(shí)間之間的關(guān)系，對(duì)沉降量欧美一级A片黄片，沉降速率和時(shí)間之間的關(guān)系進(jìn)行了深入的研究