深长变径搅拌桩荷载传递规律的试验研究

采用一种新型的地基处理方式--变径水泥土搅拌桩,处理了浙江省湖州地区深达20多米的深厚软土地基,通过对载荷试验和桩身应力实测资料的分析,研究了深长变径搅拌桩的承载特性和荷载传递机制。研究表明,受到桩身强度的限制,荷载沿桩身传递限定在一定范围内;由于桩径的变化,桩身应力在变截面处出现了应力集中现象;桩身轴力沿深度逐渐衰减,且在变径位置以上桩体衰减速率较下部快;最大侧摩阻力发生在桩顶附近,在变径处附近由于扩大头端承作用而锐减,但变径位置以下一定深度范围内的桩侧摩阻力得到提高;扩大头端承力随桩顶荷载的增加而逐渐变大,但占总荷载的比例不大,桩侧摩阻力仍提供了大部分的承载力,因此变径水泥土搅拌桩属于有支点端承力的摩擦桩。结合3种不同单桩破坏模式,提出了深长变径搅拌桩的单桩极限承载力计算公式,经过试算发现与现场试验结果相差在10%以内,计算结果可靠,可推广应用于实际工程中。     

Temperature-dependence of ultraviolet absorption cross-sections of alternative chlorofluoroethanes

The absorption cross-sections of HCFC-123 (CF₃–CHCl₂), HCFC-141b (CH₃–CFCl₂) and HCFC-142b (CH₃–CF₂Cl) are measured between 170 and 250 nm for temperatures ranging from 295 to 210 K with uncertainties between 2 and 4%. They are compared with other available determinations. Temperature effects are discussed and parametrical formulae are proposed to compute the absorption cross-section for wavelengths and temperatures useful in atmospheric modelling calculations. Photodissociation coefficients are presented and their temperature-dependence is discussed.     

Seismicity of Garfagnana-Lunigiana (Tuscany, Italy) as recorded by a network of semi-broad-band instruments

Eight seismic stations equipped with5-second sensors have recently beeninstalled in the Lunigiana-Garfagnana areato monitor activity in this sector of theNorthern Apennines shaken by the 5.0 Mdearthquake of October 1995. The stations(RSLG network) represent an eastern branchof the RSNI (Regional Seismic network ofNorthwestern Italy) managed by Dipteris,Universita' di Genova.The installation of this dense networkallowed the operators to improve themagnitude detection level, providinginformation about the seismicity of thearea down to magnitude 1.0. Severalanalyses have been carried out to evaluatethe performance of the network and thereliability of the computed locations. Itseems that the epicentral location forevents occurring inside the network isalready constrained using 8–10 P+S phases,but usage of more readings ensuresreliability of depth and the reduction oflocation errors.Though not conclusive, as the network hasonly been fully operating for two years, apreliminary study carried out on a selecteddataset of high-quality locations confirmed that the seismicity of theGarfagnana-Lunigiana is characterised by alow-to-medium magnitude level and it issubdivided into two bands, a superficialone about 30–35 km thick and the secondbelow 50 km. This distribution, confirmedby other studies carried out in the past,reflects the complex structure of this areawhere two tectonic plates (European andAdriatic) meet.     

Geomorphological effects of catastrophic flooding on a small subtropical Estuary

The Mgeni Estuary is situated on the east coast of South Africa. Tidal salinity changes commonly extend 2.5 km upstream from the mouth. The subtropical climatic regime causes seasonal flooding, the geomorphological effects of which are increased by a steep river gradient. A 120-150 year flood event during September 1987, with an estimated peak discharge of 10800 cumecs, resulted in the erosion of 1.86 × 10⁶ m³ of sediment from the estuary. The normal high tide volume of the estuary (0.35 × 10⁶ m³) increased to 1.85 × 10⁶ m³ after the flood. The post-flood intertidal volume (tidal prism) of the estuary was 0.43 × 10⁶ m³ compared to 0.19 × 10⁶ m³ before the event. The nature and extent of erosion in the estuary was controlled by the composition of the estuary banks and bed material. Gravel and sand substrates were preferentially eroded from the estuary bed before the cohesive bank materials were undercut in sections of the estuary. Mud and fine sand were deposited on overbank areas when the flood waned and a lag of coarse sand and gravel was produced on the estuary bed. Approximately 46 per cent of the bedload sediment supplied to the estuary since 1917 was retained in the estuary until the 1987 flood. The remainder was transported through the system and into the Indian Ocean. Results show that catastrophic floods play an important role in sedimentation in small estuaries.     

Ultraviolet absorption spectrum of trifluoro-bromo-methane,difluoro-dibromo-methane and difluoro-bromo-chloro-methane in the vapor phase

Ultraviolet absorption cross-sections of trifluoro-bromo-methane (CF₃Br-Halon 1301), difluoro-dibromo-methane (CF₂Br₂-Halon 1202) and of difluoro-bromo-chloro-methane (CF₂BrCl-Halon 1211) are measured in the wavelength interval 172–304 nm for temperatures ranging from 210 to 295 K with uncertainties of between 2 and 4%. They are compared with previous measurements available at room temperature. Temperature effects are discussed and parametrical formulae are proposed to compute the absorption cross-sections for wavelengths and temperatures useful in atmospheric modelling calculations. Photodissociation coefficients are presented and their temperature dependence is discussed.     

Ozone UV spectroscopy. II. Absorption cross-sections and temperature dependence

Absolute absorption cross-sections of ozone have been measured at five temperatures (218–295 K) in the UV wavelength region corresponding to the Hartley and Huggins bands (195–345 nm). The aim is to give to the users, a coherent set of data determined under high resolution. A comparison with previous work has been made.     

基于钻孔数据和交叉折剖面约束的三维地层建模方法研究

提出基于钻孔数据和交叉折剖面约束的三维地层建模方法,解决了单纯基于钻孔数据建模方法中无法控制钻孔间复杂的地质现象等问题.在该方法中,还利用道格拉斯一普克(Douglas-Poiker)矢量曲线抽稀算法对交叉折剖面中的矢量地层曲线进行了处理,消去了光滑曲线上对模型质量无影响的密集顶点,避免了在剖面线处Delaunay三角剖分出现过多非正三角形,从而提高了整个模型的精度.在"杭州市城市地质信息管理与服务系统"中应用该方法取得较好的效果.     

平衡剖面技术及其在济阳坳陷桩海地区的应用

平衡剖面技术在研究盆地演化方面有着重要的作用,可以编制盆地发育演化剖面,广泛地用于研究石油构造分析。平衡剖面的最基本原理就是在地层变形前后物质的总量是不变的。利用2DMove软件对济阳坳陷桩海地区的两条地震剖面进行构造恢复,编制了构造发育剖面,恢复该区的构造演化史。桩海地区在三叠纪一中侏罗世由于印支运动的强烈挤压作用而抬升剥蚀;晚侏罗世一早白垩世时期,在中国东部发生了强烈的伸展作用,发育了大量的断裂和接受了巨厚的沉积地层;在晚白垩世,由于郯庐断裂的左行走滑作用,桩海地区抬升并遭受剥实;在古近纪,受区域构造伸展作用,桩海地区发育成为断陷盆地。古近纪末,发生右行走滑运动和构造抬升。新近纪以来该区表现为稳定的坳陷沉积盆地。     

对逆冲断层一些普遍观念的质疑──以美国西部科迪勒拉及中国华北的野外研究为例(英文)

在过去的25年里,由于许多原因,作为最常见、分布也最广泛的地质构造形迹之一,逆冲断层成为倍受关注的科学研究主题。文中指出,关于逆冲断层及其几何学特征的许多普遍认识（或观念）,并不像以往文献中所阐述的那样简单。其中之一的"薄皮"冲断构造是受地层控制的,极少有或者没有结晶基底物的卷入。文中主张,"薄皮"一词只有逆冲板片的几何学形态含义,而不应包含地层意义,并列举了一些完全由结晶岩石所构成的薄皮逆冲构造的例子来说明这一主张。近来,逆冲双重构造成为构造文献中的热点。关于逆冲双重构造的成因,引用得最多的是1982年Boyer和Elliot在其重要论文"逆冲断层系统"中所作的解释。他们认为,双重道冲构造是通过在冲断坡底部发生下盘破裂。新生断裂不断向前扩展并进入先存断层下盘的一系列变形过程中逐渐形成的。根据Boyer和Elliot提出的这种变形过程,将形成一个具有平面状顶板断层的边冲双重构造,这个顶板断层只在活动断坡的顶部是主动向前扩展的。依笔者之见,在实际的构造变形当中,是不可能具备形成平顶过冲双重构造的地质条件的。而能对平顶过冲双重构造形成作出最好解释的是反序（out－of－sequence,OOS）边冲断层的发育,即断层向着主冲断层的后方发展,在先存道冲构造的上部?     

松辽盆地长岭断陷盆地断陷期构造转换及油气地质意义

本文以平衡剖面理论为指导,对松辽盆地长岭断陷3条近东西走向的剖面进行了研究。结果表明,长岭断陷盆地在火石岭期初始张裂,沙河子期、营城期断陷强烈扩张,伸展速率均在沙河子期最大,分别为907.50 m/Ma、1373.90 m/Ma和1100.00 m/Ma,两次扩张末期都伴有构造反转。沙河子末期最大缩短量达2.11 km,缩短率2.89%;营城末期最大缩短量达2.26 km,缩短率3.21%。登娄库期断陷开始向坳陷转化,泉头期—嫩江期为断陷期后热冷却沉降,表现为弱伸展作用,随后进入嫩江末期以挤压作用为主的反转构造发育期。沙河子组、营城组既是主力源岩,又是优质盖层和储层,构成了近烃源自生自储式成藏组合。在沙河子末期、营城末期构造运动形成的大范围的低幅褶皱构造是成藏有利区块。