前方交会法测定建筑物主体倾斜

通过建筑物倾斜观测实例,介绍了应用前方交会法进行倾斜观测的方法、精度要求及注意事项。     

青藏高原及周边现今构造变形的运动学

青藏高原现今构造变形的定量化研究是理解其动力过程的基础 ,近年来高速发展的GPS(全球定位系统 )技术为测量大尺度现今构造变形提供了最有效的手段。我们利用青藏高原及周边的5 5 3个GPS观测数据给出了其现今构造变形的速度场 ,表明印度和欧亚板块之间的相对运动主要被青藏高原周边的地壳缩短和内部的走滑剪切所调整吸收。其中 ,喜马拉雅山系吸收了青藏高原总缩短量的 4 4%～ 5 3% ,北部的阿尔金山、祁连山和柴达木盆地吸收了 1 5 %～ 1 7% ,高原内部吸收了 32 %～4 1 %。青藏高原的“向东挤出”实际上是地壳物质的向东流动而不是刚性地块的挤出。这一地壳物质流动带在高原西部以地表张性正断层和共轭剪切走滑断层为特征 ,到高原中东部转换为巨型的弧形走滑断裂带 ,再到高原东北缘转换为地壳缩短和绕东喜马拉雅构造结的顺时针旋转。青藏高原的大尺度现今构造变形以连续变形为特     

新疆阿尔泰金矿带主要金矿类型、成矿规律及成矿预测

新疆阿尔泰金矿带金矿分布广泛,主要类型有火山晚期热液型金矿床、与韧性剪切带有关的金矿床.对不同类型金矿床基本成矿特征进行了研究,探讨了不同类型金矿床的控矿作用,在此基础上总结了阿尔泰金矿带主要金矿类型的成矿规律,对主要金矿深部进行了成矿预测,发现并圈出了矿床深部的矿化异常.     

Observations of the Karimata Strait througflow from December 2007 to November 2008

In order to quantitatively estimate the volume and property transports between the South China Sea and Indonesian Seas via the Karimata Strait, two trawl-resistant bottom mounts, with ADCPs embedded, were deployed in the strait to measure the velocity profile as part of the South China Sea-Indonesian Seas transport/exchange (SITE) program. A pair of surface and bottom acoustic modems was employed to transfer the measured velocity without recovering the mooring. The advantage and problems of the instruments in this field work are reported and discussed. The field observations confirm the existence of the South China Sea branch of Indonesian throughflow via the Karimata Strait with a stronger southward flow in boreal winter and weaker southward bottom flow in boreal summer, beneath the upper layer northward (reversal) flow. The estimate of the averaged volume, heat and freshwater transports from December 2007 to March 2008 (winter) is (-2.7 ± 1.1) × 10 6 m3/s, (-0.30 ± 0.11) PW, (-0.18 ± 0.07) × 106m3/s and from May to September 2008 (summer) is (1.2 ± 0.6) × 106m3/s, (0.14 ± 0.03) PW, (0.12 ± 0.04) × 106m3/s and for the entire record from December 2007 to October 2008 is (-0.5 ± 1.9) × 10 6 m3/s, (-0.05 ± 0.22) PW, (-0.01 ± 0.15) × 106m3/s (negative/positive represents southward/northward transport), respectively. The existence of southward bottom flow in boreal summer implies that the downward sea surface slope from north to south as found by Fang et al. (2010) for winter is a year-round phenomenon.     

Traveling wavefront ray tracing and its applications

The current discussion of whether marine geodesy is something entirely new or part of oceanography or geodesy can be clarified by re‐examining our notions about the basic business of geodesy. This paper contends that the same basic geodetic services, which were needed for millenia to chart and control new territory, are being adapted now to the marine environment to suit modern accuracy standards. In a brief historical review it is shown that conceptually, the oceanic regions were always an integral part of geodetic concern. The oceans were certainly part of the world for the ancient map makers and for Pythagoras’ spherical earth model. Notions connected with the marine geoid were implied in ancient speculations. Distances and directions at sea, even depths, were determined to meet the requirements of the times. With the modern sophistication in geodetic theory and measuring techniques, these ideas became more refined and demanding in turn, but they were there all the time. For obvious reasons, land geodesy developed faster; marine geodesy will catch up now, because only now there is the technical capability and also an urgent economic motivation.     

TGR-2050型验潮仪在珠江口潮汐测量中的应用分析

使用压力式TGR-2050型验潮仪,在珠江口等河道入海口测量潮汐时,误差比较大;针对珠江口潮汐的特点,分析和研究了大气压扰动、潮流、海水密度、压力感应零点漂移等因素对潮汐测量带来的误差,有针对性地提出解决方案,并通过实验证明了方案的可行性。     

差应变法地应力测量——以汶川地震断裂带科学钻探WFSD-1钻孔为例

岩心差应变分析法是汶川地震断层科学钻探(WFSD)项目地应力测量的主要手段之一, 该技术通过高压容器对取之于钻孔不同深度的实验样品施加围压, 观察先前由于失去地层应力而膨胀产生的裂纹重新闭合, 并通过裂纹闭合过程差应变曲线分析, 确定主应力大小和方向。WFSD-1孔12个岩心样品的DSA测试结果表明:断层上下盘的应力状态有明显差异, 区域地应力不仅随深度增加, 还与地质结构和岩石的物理性质等因素有关。      

一种装配式新型张力计的研制

土体干湿过程引发的岩土工程问题已逐渐受到重视。通常采用张力计量测80 kPa以内的土体吸力,并将其应用于边坡失稳等岩土工程问题的分析中。然而,传统张力计由于内部腔体体积过大且结构复杂,造成张力计难以饱和,吸力量测时反应时间长,并易发生汽化,严重影响其可靠性和灵敏性。为弥补传统张力计的设计缺陷,提出了一种装配式新型张力计。该张力计内腔结构简单且体积小。饱和前先拆分张力计再分别饱和其主要部件,最后重新装配。此设计简化了饱和程序并提高了效率。通过对比传统张力计和新型张力计的性能,证实了新型张力计具有更强的汽化持久性,其吸力量测的灵敏性和可靠性得到了显著的提高。标定试验表明,相比于传统张力计,新型张力计的灵敏性提高了90%。测量-80 kPa的孔隙水压力时,新型张力计的平衡时间为1.5 min,仅占传统张力计反应时间的10%。相同的测量条件下,传统张力计的测量误差为30%,而新型张力计的测量误差仅为0.7%。     

金川三矿地应力测量及应力状态特征研究

金川三矿位于金川矿区F17断层以东,是超基性贫矿。随着选矿和冶炼水平的提高,三矿区逐渐进入开采阶段。了解矿山深部的地应力状态可以为巷道开挖和支护设计提供科学依据。为此在三矿1 200 m水平进行了系统的地应力测量,以了解三矿区的地应力状态特征。现场测量采用改进的空芯包体应力解除法,共获得了7个测点的三维应力数据,并绘出了各测点不同法线方向的截面应力椭圆。测量结果表明,在井下约520 m深度,最大主应力量值约为17～21 MPa,属于中等应力水平。最大主应力方向分为NNW～NNE和NE～WE两组,与区域应力场基本吻合,但又表现出新的趋势方向,其原因可能是受三矿区内两条断裂的影响。部分测点最大主应力倾角超过20°,最大达-49°,以水平应力为主的矿区应力场特征发生改变。研究结果对矿山设计及施工具有重要意义。     

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