压密注浆技术在涵洞加固中的应用   总被引：1，自引：1，他引：1  

丁海超耿玉岭  王万顺吕莉 《中国煤田地质》2006,18(3):65-67

焦晋高速公路K10＋420涵洞主体建成后，经雨水浸泡，出现严重的不均匀沉降现象。根据钻孔与探井取样资料，设计5排注浆孔进行加固，其中2排沿涵洞内壁两测向涵洞外侧倾斜，斜距分别为2m和4m。加固选用两种注浆参数；即单液浆（0．6：1：0．015）或双液浆（0．6：1：0.3），并根据不同位置采用单液注浆、双液注浆或组合注浆，注浆压力分别为洞内0．8-1．0MPa，洞外0．4-0．6MPa。本次加固工程共施工422个孔，经钻孔取心检验及沉降观测，加固质量满足设计要求。  相似文献   

The Basement Structure and its Genetic Mechanism of Sichuan Basin,China     

LI Hongkui  LI Zhongquan  HONG Haitao  YANG Yuanyu 《《地质学报》英文版》2013,87(Z1):558-558

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高效耐冲击复合片取心钻头的研制与应用          下载免费PDF全文

沈立娜  吴海霞  蔡家品  贾美玲  李春  刘海龙 《探矿工程》2021,48(S1):366-369

针对油气及非常规油气、科学钻探中,砂质泥岩和砂泥岩互层钻进效率低、钻头寿命短的难题,通过齿形金刚石复合片与圆形复合片的交错布置,研制的新型高效耐冲击复合片取心钻头在新疆吉木萨尔油田36-4井页岩油芦草沟组进行了试验研究。结果表明：研制的新型高效耐冲击复合片取心钻头机械钻速较其他钻头提高了2.4~3.1倍,取得了良好的社会经济效益。  相似文献   

美式期权定价模型的高阶紧差分方法     

于国晓  谢树森 《中国海洋大学学报(自然科学版)》2014,44(12):123-128

期权定价是金融衍生工具理论研究和实际应用的核心,美式期权可以提前实施,在实践中具更大的灵活性,一般情况下,美式期权价格没有解析的定价公式,因此研究美式期权定价问题的数值解法具有重要意义。本文通过对美式买入期权Black-Scholes方程进行Front-fixing变量替换,将自由边界问题转化为一个参数非线性的定边界问题。构造求解美式买入期权定价模型的一个3层四阶紧致差分格式,由Fourier方法证明此格式是稳定的。数值实验表明本算法是一个高效收敛的算法。  相似文献   

Implementation of a high-order combined compact difference scheme in problems of thermally driven convection and dynamo in rotating spherical shells     

Futoshi Takahashi 《地球物理与天体物理流体动力学》2013,107(3):231-249

We present an improved solution method for modeling thermally driven convection and dynamo in a rotating spherical shell. In this method, we introduce a high-order three-point combined compact difference scheme (CCDS) on non-uniform grid points in radius, while spherical harmonic expansion is conventionally performed in the angular direction. The governing equations in the spectral form are time-stepped together with the implicit CCDS up to the second derivative. To improve stability of the scheme, a boundary closure scheme is developed on non-uniform mesh. Numerical comparison with a published benchmark solution at moderate Ekman and Rayleigh numbers demonstrates that accuracy and convergence of the CCDS is fairly good and superior to the existing finite difference scheme using more stencil. With this scheme, we could more accurately solve problems of convection and also dynamo action in planetary core with less grid points.  相似文献   

苏里格气田东二区砂岩成岩作用与致密储层成因   总被引：1，自引：0，他引：1  

杨仁超  王秀平  樊爱萍  韩作振  赵娟  王言龙 《沉积学报》2012,30(1):111-119

鄂尔多斯盆地苏里格气田东二区主力气层储层岩性致密,成为制约该区天然气勘探开发的主要因素。为了查明储层物性变差的主要原因,利用砂岩薄片、铸体薄片、扫描电镜、X射线衍射分析等实验手段,深入研究了对苏里格气田东二区主力气层二叠系山西组山1段、石盒子组盒8段储层砂体的岩石学特征与成岩作用。研究发现,储层砂体以岩屑砂岩、岩屑石英砂岩为主,砂岩成熟度较低;研究区砂岩成岩作用主要有压实作用、胶结作用、溶蚀作用和交代作用。结论认为:成岩作用达到中成岩阶段B期;早成岩的压实作用是孔隙度降低的主要原因之一;中成岩期A期在酸性介质条件下由溶蚀作用形成的次生孔隙对砂岩的储集性能具有明显的改善作用;中成岩B期的胶结作用是储层物性变差的最主要原因。  相似文献   

地面水平拉锚桩在基坑工程中的应用          下载免费PDF全文

郝峰  刘秀芹  张敏 《探矿工程》2010,37(1):45-48

山东海化纯碱厂石灰石货运地仓基坑工程分二期施工,因场地地层松软、周边环境变形要求严格,须采用桩锚支护;为避免土层锚杆成孔困难和充分利用二期基坑的护坡桩作一期基坑的锚桩以降低工程造价,设计采用了地面水平拉锚桩支护结构体系。经实践检验,效果良好。详细介绍了该支护结构体系的设计、验算和施工过程,以及监测效果。  相似文献   

致密星系群SCGG223的ASCA观测     

靳光学  徐海光  陈磊  刘当波  凌家杰 《中国天文和天体物理学报》2000,20(4)

光学观测表明,致密星系群ＳＣＧＧ ２２３中成员星系的速度弥散高达１１０６ｋｍ／ｓ,并且 整个星系群处于平衡状态．星系群的数值模拟也显示, ＳＣＧＧ ２２３是维里化的．这些光学 波段上的研究结果暗示, ＳＣＧＧ ２２３可能具有星系团量级的大引力质量,其星系际气体则 很可能处在极高温的状态．为了证实这些推测,作者在 １９９９年 ２月利用 ＡＳＣＡ卫星对 ＳＣＧＧ ２２３进行了 Ｘ射线观测．通过光谱分析,获得了它的气体温度和 ０．５～１０ ｋｅＶ波段 上的光度分别为ｋＴ＝１．４_（－０．４）~（＋．６）： ｋｅＶ和９．８５_（－２．０４）~（６．１１）× １０３６Ｊ Ｓ－１．与光学观测所作出的预计相 反,这些数值显示 ＳＣＧＧ ２２３是一个正常的低温星系群．由于 ＳＣＧＧ ２２３在 ０．５～１０ ｋｅＶ 波段上很暗,无法从ＡＳＣＡ获得的Ｘ射线表面亮度分布推算其总引力质量,因此,尚不 能直接判断它的质量是否真的像光学维里质量那样大．  相似文献   

The motion of a deep-sea remotely operated vehicle system: Part 1: Motion observations   总被引：1，自引：0，他引：1  

F. R. Driscoll  R. G. Lueck  M. Nahon 《Ocean Engineering》2000,27(1):40

Rapid and high-resolution motion and tension measurements were made of a caged deep-sea remotely operated vehicle (ROV) system. Simultaneous measurements were made of all six components of motion at the cage and ship A-frame and of the tension in the tether at the ship. Data were collected for cage depths of 0–1765 m. The most significant forcing was in the wave-frequency band (0.1–0.25 Hz) and accounted for over 90% of the variance of vertical acceleration. The vertical acceleration of the cage lagged the acceleration of the A-frame by up to 1.9 s and its variance was larger by up to a factor 2.2. For moderate displacements of the A-frame (≤2 m), the system is only weakly non-linear because the harmonics (3rd and 5th) of the vertical acceleration of the cage account for less than 2% of the total variance. The system is essentially one-dimensional because only the vertical motion of the cage and the vertical motion of the A-frame were coherent, while horizontal motions of the cage were weak and incoherent with any component of motion of the A-frame. The natural frequency of the system is 0.22 Hz at 1730 m, and we estimate that it is within the waveband for depths between 1450 m and the full operating depth of 5000 m.Large vertical excursions of the A-frame produce momentary slack in the tether near the cage. Retensioning results in snap loads with vertical accelerations of 0.5 gravity. Large rates of change of tension and vertical acceleration first occur at the cage during its downward motion and propagate to the surface with the characteristic speed (3870 m s⁻¹) of tensile waves for the tether. Six echoes are clearly detectable at both ends of the tether, and their pattern is extremely repeatable in different snap loads. Due to misalignment of the tether termination with the centres of mass and buoyancy, the cage pitches by up 14° during a snap. The resulting small radius of curvature poses the greatest stress on the tether.  相似文献   

Seismically Activated Swarm of Landslides,Tension Cracks,and a Rockfall after Heavy Rainfall in Bafaka,Cameroon     

Ayonghe  S. N.  Mafany  G. T.  Ntasin  E.  Samalang  P. 《Natural Hazards》1999,19(1):13-27

A swarm of 57 landslides, tension cracks and a rockfall occurred spontaneously on September 5, 1995 killing 3 people and destroying farmlands and forests over an area of 6 k across, at Bafaka, Ndian Division, Cameroon. From analyses of field observations, eyewitness accounts, rainfall data, and soils, the principal causative factors of the disaster are interpreted as meteorological, hydrogeological, and tectonic in origin. High and continuous rainfall which lasted for 3 days prior to the event might have saturated both sedimentary shaly sandstones of Cretaceous Period, and weathered basaltic trachytes of Tertiary Period which are prone to sliding and which lie unconformably on Precambrian gneisses and migmatites. A mapped distribution of the landslides showed their concentration along two deeply incised river valleys which are probably fault zones running in a northwest-southeast direction. This is antithetic to the direction of faults in the area which are predominantly parallel to the northeast-southwest direction of the Cameroon Volcanic Line. A felt earthquake with an estimated intensity of about IV on the Mercalli Intensity Scale must have triggered the landslides, some tension cracks, and the rockfall in the already saturated sedimentary and volcanic rocks, with larger landslides observed around the possible epicenter of the earthquake. The rockfall, from a cliff of basalt, occurred simultaneously with the landslides and this is used to further confirm a tectonic force as a probable trigger to the disaster. The tension cracks which have remained unchanged in shape three years after the disaster are interpreted as aborted landslides. Although disasters of such magnitudes are rare in this volcanic area which has been considered to be dormant, the Cameroon Volcanic Line in general is still tectonically and volcanically active. This is evidenced by the last eruption of Mount Cameroon in 1982 situated about 45 kilometers southwest of the study area, the seismically activated landslide along the Santa Graben in 1982, the Tibati fault displacement with associated seismicity in 1986, and the carbon dioxide gas explosions from Lake Monoun in 1984 and lake Nyos in 1986 which killed 37 and 1746 people respectively.  相似文献