现场地质 meaning in Chinese
site geology
Examples
- The test of negative skin friction along the single pile or wharf bent piles , which is modeled after piles of zanjiang harbor , is studied
结合湛江港某码头工程基桩，用模型试验模拟现场地质情况，对港口单桩、排架桩基负摩擦力进行模型试验。 - On the basis of a large number of field geology investigation , the theory on engineering stratification was applied to analyze and study systemically rock mass structural surface of dam abutment , and further throw light on overall character of rock mass structure . by setting up definite structural level model and statistical model , and analyzing further numerical simulation of finite element , the action of rock mass stress and shape distortion has been recognized and apprehended in depth
本论文以现场地质调查为基础，应用系统工程层次性理论，对坝肩岩体结构面进行了系统的分析研究，阐明了坝肩岩体结构的总体特征，建立了坝肩岩体结构的确定性层次模型和统计模型，通过进一步的有限元数值模拟分析，深化对岩体应力形变作用的认识与理解。 - Secondly , we recommend the practical experiment of cast - in - place piles , including field solid and liquid qualification , experiment purpose , experiment project , experiment equipment , experiment process and the notice of experiment . thirdly , we processed and analyzed experimental daters , studied the rule of strength transferring , and studied the rule of strength transferring of check resistance and side of peg rub resistance , contrasting with common re - draw peg . at last , we advance some unfathomed problem and prospect foreground of cast - in - place piles
本文首先对支盘桩的基本原理进行了阐述,对其施工过程以及成型过程进行了描述;然后对本次抗拔支盘桩现场试验进行了介绍,包括试验现场地质水文条件,试验目的、试验方案、试验设备以及试验过程,并对试验注意事项进行了归纳总结;分析了支盘装原位抗拔,研究了桩身轴力传递规律以及支盘阻力和桩侧摩阻力的荷载传递规律,并与普通抗拔桩进行了相关对比;最后,本文提出了本次试验尚未解决的一些问题,并对支盘桩的前景进行了展望。 - In the design of applying the numerical simulation method to return roadway bolt support on working face in some mine , the author builds a numerical model that based on real condition , rules of designing numerical model and geological mechanics parameter of the regional terrain as the simulated limiting condition by geological data research in spot
摘要将数值模拟方法应用到某矿工作面回风顺槽煤巷锚杆支护设计中，根据实际条件和建立数值模型的原则，通过现场地质资料调查得到区域岩层地质力学参数作为模拟边界条件，建立了数值模拟模型。 - It reveals that the slope stability is mainly controlled by a set of joingts nearly parallel to the slope surface with a moderate to gentle dip angel . obvisouly , its persistence ration is the most important factor among all th e charatcteristics related to the stability analysis . on the other hand , the nature slopes and the excavated ones show a series superficial deformation and failure phenomena related to unloading process and time - dependent deformation , which are all described and recorded in detail in author ' s work
经过现场地质调查发现，边坡中一组sn向中缓倾角结构面对边坡的失稳具有控制意义，它的存在导致了边坡可能的失稳模式为平面滑动，即当坡脚被剥蚀或进行切脚开挖时，发生沿边坡内sn向中缓倾节理滑移，沿后缘陡裂张开的一种滑动失稳模式。