The manufacture of vegetable tanned crumple pattern sheepskin garment leather was introduced in detailed,including preparation stage,such as soaking,painting and liming,and tanning stage,such as deliming,degreasing,bating,pickling and tanning,as well as retanning,fatliquoring and crumpling stage.

較為詳細(xì)地介紹了綿羊皮的植鞣抓花服裝革加工工藝欧美日韩精品一区二区性色av，包括準(zhǔn)備工段的浸水淫荡国产视频、涂灰和浸灰黄色在线视频平台a，鞣制工段的脫灰欧美一级AA大片片免费看视频、脫脂、軟化skyandhome.com、浸酸和鞣制中文字幕乱码亚洲无线码三区，以及復(fù)鞣加脂和抓花整理工段，同時(shí)對(duì)加工過(guò)程中需要注意的問(wèn)題也進(jìn)行了闡述狼友视频网址一网址二。

Based on freeze thaw cycle indirect tensile test, a further study of moisture susceptibility for some familiar graded HMA mixtures is carried out through modification of immersion conditions, and a new method of ...

本文以劈裂試驗(yàn)為基礎(chǔ)草逼性爱视频日本女优，通過(guò)對(duì)浸水條件的改進(jìn)，進(jìn)一步深入地研究了幾種常見(jiàn)瀝青混合料的水穩(wěn)定性农村一级强奸少妇大毛片，提出了以真空循環(huán)飽水條件下的沸煮劈裂試驗(yàn)的殘留穩(wěn)定度來(lái)評(píng)價(jià)瀝青混合料的水穩(wěn)定性91免看。

The slide area of the embankment filled with soil is circular arc form , so the circular arc method is the most reasonable method to analyze the stability of its slope . The slide area of the reinforcement embankment is polygonal line form .

浸水高填方加筋路堤的滑動(dòng)面是發(fā)生兩次偏轉(zhuǎn)的折線，因此用折線法分析浸水高填方路堤加筋路堤的穩(wěn)定性更為合理。

The influence of soakage time on the tensile strength of carbonless copy base paper has been analysed.

本文初步探討了浸水時(shí)間對(duì)無(wú)碳復(fù)寫(xiě)紙?jiān)垵窨箯垙?qiáng)度的影響国产呦系列精品视频，證明了浸水時(shí)間越長(zhǎng)国产又刺激又黄又爽又湿，相應(yīng)的濕抗張強(qiáng)度越低。

Finally, the problem of the stress release of the expansive soil roadbed slope in the excavation process and the failure criterion in the sliding simulation are discussed. The synthetic criterion for the unstable slope is proposed. The dynamic simulated analyses on the stability of the expansive soil roadbed slope in the process of digging, fore-and-after of soaking and different soaking depth have been carried out.

最后色欲色香天天天综合视频在线观看，討論了膨脹土路塹邊坡開(kāi)挖過(guò)程中的應(yīng)力釋放問(wèn)題和邊坡模擬過(guò)程中的失穩(wěn)判據(jù)問(wèn)題99久久99久久久99精品齐，提出了邊坡失穩(wěn)的綜合判別依據(jù)；對(duì)膨脹土路塹邊坡進(jìn)行了開(kāi)挖過(guò)程中和浸水前后以及不同浸水深度時(shí)的穩(wěn)定性的動(dòng)態(tài)模擬分析人人操在线国产。

The measurement of turgidity fresh weight takes much time and produces many test errors. In order to solve the problems mentioned above more accurately, a monomoleeular growth formula is adopted in this paper.With mathematic deduction, the formula to count the turgidity fresh weight can be obtained.

本文用單分子生長(zhǎng)方程模擬植物葉片在水中吸水飽和過(guò)程欧美日韩经典自拍视频在线，通過(guò)數(shù)學(xué)推導(dǎo)得到葉片飽和鮮重的計(jì)算公式：W=(W_1~2-W_0·W_2)/(2W_1-W_0-W_2)式中，W_T為飽和鮮重：W_0為起始鮮重福利视频自拍；W_1為浸水t_0時(shí)間后的葉片重黄色网站视频观看久操网；W_2為再次浸水t_0時(shí)間后的葉片重。

The paper through the mechanism which produces to the asphalt road surface water harm carries on the induction to summarize, as well as the different type bituminous mixture water stability has carried on a series of contrasts experiment to several kind of different aggregates and the asphalt adherency, has analyzed the aggregate and the asphalt adherency and the bituminous mixture water stability; Meanwhile moves the water action mechanism take the pavement structure in as the key point, in the basis room experiments to the design half rigid base bituminous mixture test sample carries on washes out the experiment, the observation test sample and washes out when the number of times increase along with the time variation the basic unit wash load situation, has analyzed the water to the bituminous pavement various structures level damage rule; To immerses under the condition using the ANASYS finite element software the bituminous pavement structure level the stress to carry on the analysis computation, and analyzed the bituminous pavement according to the computed result to produce the unboiled water harm the rule, further to understand the structure level produced the unboiled water harm the rule.

本論文通過(guò)對(duì)瀝青路面水損害產(chǎn)生的機(jī)理進(jìn)行歸納總結(jié)黄色视频你懂得在线观看，對(duì)幾種不同集料和瀝青的粘附性以及采用不同抗剝落措施的瀝青混合料的水穩(wěn)性進(jìn)行了一系列對(duì)比試驗(yàn)精品欧美一区二区在线观看欧美熟，分析了集料與瀝青的粘附性及瀝青混合料的水穩(wěn)定性，并對(duì)水穩(wěn)性試驗(yàn)進(jìn)行了評(píng)價(jià)好痛疼轻点好爽的视频；同時(shí)以路面結(jié)構(gòu)中的動(dòng)水作用機(jī)理為重點(diǎn)偷拍区图片区综合图区第一页，依據(jù)室內(nèi)試驗(yàn)對(duì)設(shè)計(jì)的半剛性基層瀝青混合料組合試件進(jìn)行沖刷試驗(yàn)，觀察試件隨時(shí)間變化和沖刷次數(shù)增加時(shí)基層的沖刷量情況免费观看A级毛片在线网站，分析了水對(duì)瀝青路面結(jié)構(gòu)層的損壞規(guī)律在线看免费不卡毛片视频；利用ANSYS有限元軟件對(duì)浸水前后瀝青路面層底應(yīng)力進(jìn)行分析計(jì)算，并根據(jù)計(jì)算結(jié)果分析了瀝青路面產(chǎn)生水損害的規(guī)律99ri国产地址，進(jìn)一步了解結(jié)構(gòu)層產(chǎn)生水損害的規(guī)律一级A一片久久无码。

Then, another systematic study was conducted to enzyme technology in beamhouse operation of sheep garment leather such as soaking, liming, unhairing and deliming.

將酶制劑應(yīng)用于鞣前準(zhǔn)備的浸水、浸灰18岁.com、脫毛美女破处视频两人啪啪啪、脫灰等工序，探討酶技術(shù)對(duì)成革質(zhì)量及環(huán)境質(zhì)量的影響特黄特大性爱视频，并進(jìn)行了工藝平衡日韩一区,国产二区,欧美三区。

Through contrasting and analysing the experimental results from these methods, the paper summarizes the regularity of collapsing deformation and the shear strength index changes with the degree of saturation and stress, describes the collapsing deformation properties and strength characters of the collapsible loess in the course of moistening and drying, and describes the influence to collapsing deformation of loess from different paths of stress. Through performing monaxial compression test on samples with different paths of inundation and direction of press, proves the conclusion that collapse has nothing to do with the path of inundation and the collapsible loess has the prominent anisotropy characters.

通過(guò)對(duì)幾種方法得出的試驗(yàn)結(jié)果進(jìn)行對(duì)比和分析，總結(jié)出黃土的濕陷變形和抗剪強(qiáng)度指標(biāo)隨飽和度以及壓力變化的規(guī)律特黄AAAAA级作爱片，借以描述濕陷性黃土在增濕過(guò)程中的濕陷變形性狀免费观看不卡A片视频、強(qiáng)度特性以及不同應(yīng)力路徑對(duì)黃土變形特性的影響；按不同的浸水路徑和受力方向?qū)ν翗舆M(jìn)行單軸壓縮試驗(yàn)91看电影亚洲精品，證明了濕陷與浸水路徑無(wú)關(guān)的結(jié)論以及濕陷性黃土顯著的各向異性特征欧洲免费视频区。

The variation process of pore air pressure and pore water pressure of samples at several states, such as primitive consolidation, as well as collapse state, are tested, respectively.

通過(guò)用改裝的應(yīng)力-應(yīng)變控制式三軸儀，對(duì)等應(yīng)力比條件下的非飽和原狀黃土進(jìn)行了&分級(jí)浸水&在线一区免费不卡，同時(shí)測(cè)試了試樣在初始强奸美女视频网站、加壓固結(jié)和浸水濕陷幾個(gè)狀態(tài)下孔隙氣壓力和孔隙水壓力的變化過(guò)程日韩免费999视频。

flooded tank：浸水艙

flooded space 浸水處所 | flooded tank 浸水艙 | flooded waterline 破艙水線

flooded condition：浸水狀態(tài)

flooded condition 進(jìn)水情況 | flooded condition 浸水狀態(tài) | flooded hold 浸水艙

flooded condition：浸水船況

451 可浸長(zhǎng)度曲線 floodable length curve | 452 浸水船況 flooded condition | 453 浸水穩(wěn)度 flooded stability

flooding valve：溢流閥浸水閥

flooding test 浸水試驗(yàn) | flooding valve 溢流閥浸水閥 | flooding velocity 進(jìn)水流量

center of lateral area：水線面浸水部分中心

center of lateral area 側(cè)面中心中線面浸水部分中心 | center of lateral area 水線面浸水部分中心 | center of lateral pressure 側(cè)壓中心

center of lateral area：側(cè)面中心中線面浸水部分中心

center of inertia 慣性中心 | center of lateral area 側(cè)面中心中線面浸水部分中心 | center of lateral area 水線面浸水部分中心

Waterlogged Crate：浸水的箱子 浸水的木箱

Dented Crate 被擠壓過(guò)的箱子 被擠壓過(guò)的木箱 | Waterlogged Crate 浸水的箱子 浸水的木箱 | Sealed Crate 密封的箱子 密封的木箱

bilged compartment：浸水艙

bilged compartment 進(jìn)水區(qū)間;水浸區(qū)間 | bilged compartment 浸水艙 | bilged 艙底開(kāi)口的

riddled condition：浸水狀態(tài)

浸水面積 Area of Wetted Surface | 浸水狀態(tài)Riddled Condition | 浸心 Center of Immersion

riddled condition：浸水船況(軍艦)

浸水船況 riddled condition | 浸水船況(軍艦) riddled condition | 凌波控制設(shè)備 ride control system