松软突出煤层复合排渣钻进技术试验研究

为提高煤矿松软煤层瓦斯抽采钻孔施工深度和抽采效果,以中风压(0.7～1.2 MPa)复合排渣钻进技术为基础,采用不同规格的螺旋钻具组合配合相应的工艺参数进行现场试验,比较不同钻具组合的应用情况,选择适应松软突出煤层的最优钻具组合与配套工艺,达到高效施工全煤长钻孔的目的。     

广元堡后沟矿渣泥石流成因分析及应急抢险工程方案

2013年7月4日,石棉县广元堡地区发生特大矿渣泥石流,给沟口的广元堡社区人民造成严重威胁。由于矿渣泥石流的特殊性,国内泥石流应急抢险治理方面的经验相对较少。结合广元堡后沟矿渣泥石流应急抢险工程实例,对泥石流的成因进行了简要分析,并介绍了泥石流应急治理的方案和设计内容。     

Gravitational Sedimentation Behavior of Sensitive Marine Ariake Clays

It has been well documented that natural marine Ariake clays are sensitive clays. In this study, extensive data of marine Ariake clays are obtained to investigate the gravitational compression behavior for sensitive clays. Analysis results indicate that the compression behavior of remolded Ariake clays is not different from that of other remolded/reconstituted soils. But natural Ariake clays do not follow the gravitational compression pattern reported by Skempton (1970) for natural sedimentary soils. At a given value of effective overburden pressure, the void ratios of natural Ariake clays are almost independent of liquid limits. Most natural Ariake clays lie above the sedimentation compression line proposed by Burland (1990). When the liquid limit is larger than 90% and the ratio of natural water content over liquid limit ranges 0.8-1.1, the natural Ariake clays lie around the sedimentation compression line. In addition, the natural Ariake clay with higher value of the ratio of natural water content over liquid limit lies above the natural Ariake clay with lower value of the ratio of natural water content over liquid limit. Salt removal is the most probable cause for such a phenomenon.     

Torsionally Coupled Response Control of Offshore Platform Structures Using Circular Tuned Liquid Column Dampers

In this paper, the control performance is investigated of Circular Tuned Liquid Column Dampers (CTLCD) over torsional response of offshore platform structures excited by ground motions. Based on the equation of motion for the CTLCD-structure system, the optimal control parameters of CTLCD are given through some derivations on the supposition that the ground motion is a stochastic process. The influence of systematic parameters on the equivalent damping ratio of the structures is analyzed with purely torsional vibration and translational-torsional coupled vibration, respectively, The results show that the Circular Tuned Liquid Column Damper (CTLCD) is an effective torsional response control device.     

Strength Sensitivity of Marine Ariake Clays

Natural Ariake clays are characterized by high sensitivity. In this study, the mechanism and the factors controlling undrained shear strengths of both undisturbed and remolded Ariake clays are discussed. A series of unconfined compressive tests were performed on undisturbed samples of natural Ariake clays. The remolded undrained shear strength is predicted using a quantitative expression derived from extensive data of remolded undrained shear strength for a number of soils compiled from resources in the literature. The sensitivity of natural Ariake clays derived from the ratio of half of unconfined compressive strength for undisturbed samples to remolded undrained shear strength is found to be affected by both natural water content and normalized water content that is defined as the ratio of natural water content to liquid limit. The smaller the natural water content, the higher the sensitivity is at the same normalized water content. At the same natural water content, the larger the normalized water content, the higher the sensitivity is.     

粘性流体在光滑横管外壁形成液膜的机理研究

采用低雷诺数小流量模型 ,对轴向有外加恒定速度气体流动的粘性流体在水平管外形成的液膜的流速及膜厚分布进行分析和计算。计算中针对本文所研究对象的情况 ,对柱坐标系下的液膜和气膜连续方程和 Navier- Stokes方程均进行无量纲处理 ,忽略高阶小量 ,从而抓住影响问题的主要方面 ,进行计算得到了附壁膜流速表达式和膜厚的数值解。     

Suppression of Wave-Excited Vibration of Offshore Platform by Use of Tuned Liquid Dampers

This paper describes experimenlal and theoretical investigations of Tuned Liquid Damper (TLD) characteristics tor suppressing the wave-excited structural vibration. The structural model lor the experiments is scaled according to a full size offshore platform by matching their dynamic properties. Rectangular TLDs of different sizes with partially filled liquid are examined. By observing the performance and behavior of TLDs through laboratory experiments, the study investigates the influence of a number of parameters, including container size, container shape, frequency ratio, and incident wave characteristics. In an analytical study, a mathematical model that describes the nonlinear behavior of liquid in TLD and the interaction of TLD and structure is prerequisite. The validity of the model is evaluated and simulating results can reasonably match the corresponding experimental results.     

鱼汁、海泥抽出液和人尿对小环藻生长的影响

在室内条件下,通过单因子实验和正交实验的方法,研究了鱼汁、海泥抽出液和人尿对小环藻(Cyclotella sp.)种群生长的影响。结果表明,350 mL的培养体积下,当鱼汁添加量为2~3 mL时,小环藻生长效果最好,相对生长率(K)较对照组升高了33.3%,平均倍增时间(G)降低了34.9%,但随着浓度升高,藻细胞开始出现死亡。海泥抽出液添加量为20 mL时,K值最大,较对照组增加35.6%,G值下降了25.15%。人尿添加量为10 mL时,K值最大,较对照组增加17.9%,G值下降了15.77%。统计分析表明,鱼汁、海泥抽出液和人尿对小环藻实验种群的生长均有极显著影响。海泥抽出液对小环藻影响大,其次是鱼汁和人尿。正交实验表明,在鱼汁、海泥抽出液和人尿的添加量分别为2.5、15.0和1.0 mL的组合实验组,小环藻的生长效果最好。     

超高效液相色谱-串联质谱法同时测定水体中37种典型抗生素

目前抗生素的环境检出受到人们的广泛关注,但能够同时测试地表水和地下水中七大类抗生素的方法仍较为缺乏。本文采用超高效液相色谱-串联三重四极杆质谱法(UPLC-MS/MS),建立了同时测定地表水和地下水中磺胺类、四环素类、大环内酯类、喹诺酮类、氯霉素类、β-内酰胺类和其他类共七大类37种抗生素的分析方法。该方法对水中抗生素有较好的富集作用及灵敏度,检出限为0.6～10.6ng/L,基质加标回收率大多为60%～130%。采用本方法测定了北京市永定河地表水、潮白河地表水及潮白河流域地下水中的抗生素。结果表明：永定河地表水中以磺胺类、喹诺酮类和大环内酯类为主,检出率分别为88.9%、55.6%和33.3%,其中氧氟沙星的最大值为111.9ng/L;潮白河地表水中磺胺类、喹诺酮类和氯霉素类抗生素的检出率均为100%,其中替米考星的浓度高达71.6ng/L;潮白河流域地下水中以磺胺类、喹诺酮类和β-内酰胺类抗生素为主,检出率分别为66.7%、55.6%和22.2%,磺胺嘧啶的最大值为69.3ng/L。污水处理厂附近样品中抗生素的检出率及浓度均明显高于其他点位。本研究建立的方法简单、快速、准确,为地表...     

生石灰激发GGBS固化高含水率香港海相沉积物的物理力学性质研究

海相沉积物处置已成为一项全球范围的挑战。在传统固化/稳定化方法中,环境污染严重的波兰特水泥(PC)是一种被广泛使用的固化剂。在此背景下,一种环境友好型的固化剂(生石灰与粒化高炉矿渣(简称GGBS)的混合料)取代PC来用在土壤改良领域。使用生石灰激发GGBS固化处理高含水率海相沉积物,并与PC固化海相沉积物进行比较。通过物理、化学试验及无侧限抗压强度试验分析了生石灰-GGBS固化海相沉积物的物理、化学和强度特性。结果表明:与PC固化海相沉积物相比,生石灰-GGBS固化沉积物具有体积收缩大、含水率低和密度略高的物理特性。随着生石灰比例的降低和养护时间的延长,生石灰-GGBS固化沉积物的pH值逐渐降低。生石灰-GGBS固化沉积物的无侧限抗压强度呈先增大(生石灰:固化剂为0.05～0.15)后减小(生石灰:固化剂为0.15～0.3)再增大(生石灰:固化剂为0.3～0.4)的趋势;当生石灰与固化剂的比值为0.15及0.4时,强度达到最大值;当生石灰与固化剂的比值为0.15时,生石灰-GGBS固化沉积物达到的峰值强度是相同条件下PC固化沉积物强度的1.4倍。该研究结果证实了GGBS与少量生石灰组合...