西秦岭温泉花岗岩体的新认识

温泉花岗岩体是西秦岭地区一个极具典型研究意义的复杂成因岩体和具有潜力的成矿(钼矿床)岩体。通过1：25万天水市幅区城地质调查，初步获得一些新认识：在岩体北部古坡乡-铁炉坡乡-带新发现一套蛇绿岩组合；岩体的岩石类型复杂，为一多期次侵入的复式岩体；岩体中发育大量包体，显示了岩浆混合作用的存在；另外，岩体中还发现较大体积的古老片麻岩包体和工业钼矿床。岩体主体获得259Ma的锆石U—Pb年龄。     

论桩基施工中流砂现象处理

地下水流动对土体产生渗透力；当渗透力大于土体的抗剪强度，土体破坏，也就是当施工造成地下水水力坡度超过砂层的临界水力坡度即产生流砂现象．运用水文地质工程地质学方面的原理其处理方法有两类：—是莫尔一库仑法：即c法和φ法；二是临界水力坡度法(Ic法)．     

镇安场变形体特征及稳定性评价

镇安场变形体位于长江左岸的重庆市涪陵区镇安场，是我国地质灾害多发地之一，主要表现为崩塌、滑坡、泥石流等地质灾害。该变形体变形的主要影响因素除地形地貌、地层岩性、物质结构外，还有瀑雨、洪水、地震、植被破坏等外在因素。通过野外勘查，运用探槽、浅井、钻探等工程控制，已查明该变形体已发生过局部变形，尚未形成大范围的变形和滑移，处于潜在滑移变形阶段。在三峡库区水位上升后，特别是在水库水位降低和地震作用下，变形体可能失稳而向下滑动。通过对变形体的稳定性的评价，认为该区沿库岸应采用以支挡工程为主、排水为辅的防治方案。     

冲积-河流相层序地层模式--以济阳坳陷新近系为例

从层序边界分析人手，对层序类型体系域类型等进行了研究，认为冲积-河流相地层体系域划分具4分性，即发育有低位体系域、扩张体系域、高位体系域，当基准面缓慢下降时，还可发育收缩体系域．同时，根据济阳坳陷新近系沉积特征，指出各体系域对应的沉积体系及相类型，认为低位体系域以侵蚀下切、冲积扇．辫状河沉积为主；扩张体系域由辫状河向曲流河过渡；高位体系域时期以曲流河为主．其次，根据构造演化、古气候变化、古地形等研究认为，尽管新近纪济阳坳陷进入坳陷发育时期，断裂活动明显减弱，但是构造运动对层序发育仍有一定影响；根据古气候分析认为，新近纪经历了北亚热带温湿气候，中亚热带温湿气候，北亚热带干旱气候等阶段．这种气候变化导致了馆陶组沉积早、中期河流纵横交错，辫状河道发育，馆陶组沉积后期逐渐向曲流河过渡；明化镇组沉积期河道相对不发育．由古地形及物源供给分析，认为古地形差异的变化与物源供给对济阳坳陷新近系层序发育、层序样式等有一定程度影响．     

反射波法基桩完整性检测中的一种信号处理方法

以纵向瞬态激振条件下桩的振动响应和桩中应力波传播理论为基础，利用二次快速傅立叶变换，将桩顶实测速度响应时程曲线的速度谱变换回时间域，得到速度反射因子，用以确定与桩身阻抗变化相关的主要频率成份，从而达到对桩身完整性进行快速而准确诊断的目的。应用分析表明，该方法简便可靠，特别适用于多重缺陷桩的检测。     

不同电阻率测深方法对旁侧不均匀体的反映

利用三维有限元数值模拟,重点研究了旁侧三维不均匀体所产生的视电阻率的影响问题,展示了4种常规电阻率测深法在旁侧不均匀体上的异常分布特点;探讨了测深点正下方目标体异常与旁侧不均匀体异常的区别问题,指出旁侧不均匀体的影响是产生电阻率法假异常的主要原因之一.     

金矿测年方法讨论及定年中存在的问题

准确的成岩成矿年代测定是矿床研究和对比的基础。然而近几年来 ,不同的研究者对同一矿床采用不同的定年方法得出了相差十分悬殊的成岩成矿年龄的报道屡见不鲜。为此笔者在分析了不同定年方法适用性的同时 ,强调了在金矿定年中要加强对金矿成岩成矿地质背景的研究 ,重视不同地质体与成矿的先后关系 ,确定标志性地质体 ,选择合适的定年方法 ,测定标志性地质体和矿体的成岩成矿年代 ,使成岩成矿年代互为限定 ,得到高质量的年代学数据。     

Lithology and palynology of Neogene sediments on the narrow edge of the Kitakami Massif (basement rocks), northeast Japan: Significant change for depositional environments as a result of plate tectonics

Abstract A controversial stratigraphic section, the Taneichi Formation, is exposed along the Pacific Coast of northeastern Honshu, the main island of the Japanese Archipelago. Although most sediments of the formation have long been dated as late Cretaceous, the northern section of it has been assigned to (i) the Upper Cretaceous; (ii) the Paleogene; or (iii) the Neogene. In the present report, we present the data of palynological and sedimentological studies, showing that the northern section should be assigned to the Neogene. A more important point in the present study is that we invoke some basic principles of fluvial sedimentology to resolve this stratigraphic subject. The lignite layers full of Paleogene–Miocene dinoflagellate cysts and pollen assemblages drape over the boulder‐sized (>40 cm in diameter) clasts in the northern section. However, the layers totally consist of aggregates of small lignite chips, indicating that the lignites are allochthonous materials. The mega‐clasts with derived microfossils in the lignites are thought to have been deposited as Neogene fluvial (flood) sediments in the newly formed Japanese Archipelago. Prior to the Miocene, the northern Honshu was part of the Eurasian Plate, thus the boulder‐sized clasts cannot be envisaged as long river flood deposits along the continental Paleogene Pacific Coast. Instead, the mega‐clasts with the draping lignites were probably derived from nearby Miocene highlands in the newly born island arc.     

Determination of silica sand stiffness

Site investigation and evaluation of properties of soil or rock are important aspects of geotechnical design. Determination of the ground stiffness is one of the important parameters in geotechnical engineering. Since the measurement of shear modulus is very sensitive to soil disturbance, especially for sand, determination of the stiffness of soil in the field is more reliable than in laboratory tests on sampled specimens. Measurement of shear modulus is one of the most common applications of self-boring pressuremeter testing. As an in situ device, the pressuremeter provides a unique method for assessing directly the in situ shear modulus of a soil. This paper describes a laboratory study of silica sand stiffness, which varies with stress level and strain amplitude. The results show that the elastic shear modulus value is mainly dependent on the value of the mean effective stress and relative density.     

An experimental investigation of LNAPL migration in an unsaturated/saturated sand

Accidental spills of hydrocarbons, such as Light Non-Aqueous Phase Liquids (LNAPLs), are one of the most common sources of subsurface contamination. Migration of LNAPL in a porous medium is influenced by various factors such as the number of fluids present in the unsaturated/saturated zones and the proportion of pores occupied by each fluid. The results for relationship between matric suction and degree of saturation are presented in this paper for water–air, water–LNAPL and LNAPL–air systems in a sand. A simple and reliable setup using Buchner funnel was designed to obtain these relations. It was found that the relationship between matric suction head and degree of saturation is hysteretic for all the fluid systems (water–air, water–LNAPL and LNAPL–air). Furthermore, the amount of hysteresis depended upon the fluid system, with the maximum hysteresis occurring for water–air system. The results suggest that the amount of trapped air depends upon the reversal degree of saturation from drying to wetting.