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81.
采用以全波震相分析为理论基础的多波地震勘探技术,以超声波频段的多波型、多震相及多种技术方法,对南江沉管隧道水底基础结构的不均匀性进行了无损检测检测的主要内容为水底基础的膨润土水泥砂浆强度与沉管底面钢板之间间隙的比例、间隙中残积物物性及强度。膨润土水泥砂浆强度、混凝土路基至河床基底分层状况等介绍了在解决这一技术难题时,开展的多波地震勘探的技术思路、主要方法及勘探结果,结果表明这种方法是有效的． 相似文献
82.
83.
Sytle M. Antao Ian Jackson Baosheng Li Jennifer Kung Jiuhua Chen Ishmael Hassan Robert C. Liebermann John B. Parise 《Physics and Chemistry of Minerals》2007,34(5):345-350
The elastic moduli of magnesioferrite spinel, MgFe2O4, and their temperature dependence have been determined for the first time by ultrasonic measurements on a polycrystalline
specimen. The measurements were carried out at 300 MPa and to 700°C in a gas-medium high-pressure apparatus. On heating, both
the elastic bulk (K
S) and shear (G) moduli decrease linearly to 350°C. By combining with extant thermal-expansion data, the values for the room-temperature
K
S and G, and their temperature derivatives are as follows: K
0 = 176.3(7) GPa, G
0 = 80.1(2) GPa, (∂K
S/∂T)
P
= −0.032(3) GPa K−1 and (∂G/∂T)
P
= −0.012(1) GPa K−1. Between 350 and 400°C, there are abrupt increases of 1.4% in both of the elastic moduli; these closely coincide with the
magnetic Curie transition that was observed by thermal analyses at about 360°C. 相似文献
84.
85.
致密砂岩气藏具有裂缝发育和有效应力高的特征,研究不同有效压力下孔、裂隙介质地震波传播特征,有利于地震解释与地下储层的识别.但是前人的研究较少考虑岩石内部微观孔隙结构特征与孔隙、裂隙间流体流动的关系.本文首先通过选取四川盆地典型致密砂岩岩样,在不同有效压力下对岩石样本进行超声波实验测量.然后基于实验测得的纵、横波速度进行裂隙参数反演,得到不同有效压力下致密砂岩样本的裂隙孔隙度.再将裂隙孔隙度和样本岩石物理参数代入双重孔隙介质模型,模拟得到不同有效压力下饱水致密砂岩样本纵横波速度频散和衰减的变化规律.结果表明模型预测的速度频散曲线与纵波速度实验测量结果能够较好的吻合.最后统计分析了致密砂岩裂隙参数,得到了致密砂岩储层裂隙参数随有效压力及孔隙度变化特征.依据实际岩石物理参数建立模型,其裂隙参数三维拟合结果能够较好描述致密砂岩裂隙结构与孔隙度、应力的关联,可为实际地震勘探中预测储层裂缝性质提供基础依据. 相似文献
86.
Micro X‐Ray computed tomography imaging and ultrasonic velocity measurements in tetrahydrofuran‐hydrate‐bearing sediments 
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下载免费PDF全文 Naturally occurring gas hydrates contain significant amounts of natural gas that might be produced as an energy resource in the foreseeable future. Thus, it is necessary to understand the pore‐space characteristics of hydrate reservoirs, particularly the pore‐scale distribution of the hydrate and its interaction with the sediment. Four end‐member models for hydrate distribution in the pore space are pore filling, sediment‐frame component, envelope cementing, and contact cementing. The goal of this study is to compare the models with pore‐scale hydrate distributions obtained in laboratory‐formed hydrates. Our results verify hydrate pore‐scale distributions by direct, visual observations that were previously implied by indirect, elastic property measurements. Laboratory measurements were conducted using tetrahydrofuran as a guest molecule since tetrahydrofuran hydrate can be used as a proxy for naturally occurring hydrates. We performed micro X‐ray computed tomography to obtain information about the distribution of hydrate in the pore space of synthetic sediment (glass beads). We also made ultrasonic velocity measurements on the same samples. Micro X‐ray computed tomography images and ultrasonic velocity measurements both indicate that the tetrahydrofuran hydrate forms in the pore space with a part of the hydrate bridging the grains without touching the grain surfaces. These hydrate‐bearing sediments appear to follow a pore‐filling model with a portion of the hydrate becoming a load‐bearing part of the sediment frame. 相似文献
87.
气相色谱测定沉积物中多氯联苯的样品处理方法研究 总被引：1，自引：0，他引：1
通过比较密闭微波萃取、超声波萃取、索氏提取3种方法对沉积物中多氯联苯(PCBs)提取效率,对比浓硫酸和Florisil小柱两种净化方式的净化效果,在实验基础上建立了密闭微波萃取-Florisil小柱净化-气相色谱(ECD)测定沉积物中多氯联苯的分析方法,加标质量比为0.2ng/g时,其相对标准偏差(RSD)为2.19%～8.71%,回收率为77.3%～94.6%,检出限为0.027～0.064ng/g。采用该方法对威海湾养殖区沉积物中PCBs进行了监测,结果表明本方法适用于海洋沉积物样品中PCBs的测定。 相似文献
88.
Xiaopei ZHANG Jianhui QIU Jianjun NIU Lizhi DU Xuege WANG .College of Construction Engineering Jilin university Changchun China.China Northeast Municipal Engineering Design Research Institute Changchun China 《东北亚地学研究》2008,11(4):218-221
The ultrasonic computed tomography （USCT） method is derived from the basic principles of X-ray section scanning. This method records the arriving times of ultrasonic wave between the probes and the sources to ealculate the elastic wave velocity values in the section using the arrival times. Through analyzed the distribution Of elastic wave velocity in aim area, the information of the strength and the homogeneity of the investigated zone could be got indirectly. The authors introduced the operational principle of USCT and a practical case of using this method to detect the interior defects in large scale concrete structural member. Compared with other exploration methods, this method is more efficient and accurate. 相似文献
89.
The ultrasonic computed tomography (USCT) method is derived from the basic principles of X-ray section scanning. This method records the arriving times of ultrasonic wave between the probes and the sources to calculate the elastic wave velocity values in the section using the arrival times. Through analyzed the distribution of elastic wave velocity in aim area, the information of the strength and the homogeneity of the investigated zone could be got indirectly. The authors introduced the operational principle of USCT and a practical case of using this method to detect the interior defects in large scale concrete structural member. Compared with other exploration methods, this method is more efficient and accurate. 相似文献
90.