强挤压围岩隧道应采用先支后挖法施工

本文在接收了世界上四座强挤压围岩隧道经验教训之后提出了先支后挖法。文中以家竹箐隧道为实例 ,既总结了先挖后支的教训 ,又阐述了如何采用先支后挖以制约塑性区开展的新构想 ,并列举了超前支护的设计梗概。再次强调了顶压区与侧压区应分别考虑 ,并进一步说明了以卡斯特纳公式原理应分别考虑的理由。     

青藏铁路多年冻土地区桩基础设计研究

由于青藏铁路在设计中大量使用了以桥代路的方案,因此桩基础是青藏铁路冻土区桥梁应用最广泛的基础型式。本文围绕青藏铁路多年冻土地区桩基础的设计与试验工程,对桩基础的基于保护冻土的设计与工程措施给予比较全面的阐述。本文主要研究冻土区桩基础的合理型式、冻土活动区冻胀力对桩基础的影响及相应的工程措施、成孔工艺对桩周局部融化和回冻的影响分析、冻土退化对桩基承载力的影响及相应工程措施、冻土区桩基础耐久性设计及相应工程措施等问题。     

大断面平顶直墙地下方厅浅埋暗挖法施工技术

本文以北京市城铁东直门车站地下方厅为工程背景,详细介绍了浅埋暗挖法多导洞施工技术在大型地下方厅建设中的应用,以及工程中对新材料、新工艺的使用,丰富了浅埋暗挖法的内容。     

A review of the Effect of a/W ratio on fracture toughness (II)—experimental investigation in LEFM

1 INTRODUCTIONThe linear elastic fracture mechanics provides auseful means of determining a material’s toughness.However, deeply cracked standard laboratory speci-mens those have high level of constraint may not alwaysbe representative of those found in structural compo-nents. Structural components often exhibit compara-tively shallowand surface-breaking.We have previously shown that shallow crackshave greater COD andJ-integral values at initiationthan deeply cracked specimens in EPFM…     

Application of H_∞ filtering in the initial alignment of strapdown inertial navigation system

1INTRODUCTION Initialalignmentisoneofthekeytechnologiesof strapdowninertialnavigationsystem.Itdirectlyinflu encesthenavigationperformancesofthenavigation system.TheKalmanfilterhasbeenwidelyusedinthe initialalignmentofthestrapdowninertialnavigation systemwhichassumesthatbothdynamicsofsignalgen eratingprocessesandthestatisticalpropertiesofnoise sourceshavebeenknowninadvance.Insomeapplica tions,however,thedesignerisfacedwithmodelun certaintiesandlackofstatisticalinformationontheex ogenoussig…     

Cable Sliding at Supports in Cable Structures

To develop an effective numerical method for the cable sliding problem in cable structures，two-node catenary cable element was built to model the cables based on analytical solution of elastic catenary．Cooperated with Newton method，continuation method Was used to solve the nonlinear equations．This approach is more efficient than using Newton method only and has a wider range to select initial values for the process to converge．The relationship between the tension on a cable segment and its unstrained length was derived and used to calculate the unbalanced cable tensions at the supports．An example is presented to show the correctness and efficiency of the proposed method．     

拉萨柳梧大桥抗震性能研究

复式钢箱提篮拱是一种新型的桥梁结构形式，以拉萨柳梧大桥为例主要介绍了该桥型的受力特点、动力特性及其在地震作用下的反应特性。复式钢箱提篮拱桥面系在横桥向地震作用下横向位移量较大，不同方向地震作用下，主副拱内力响应不同，主桥拱肋有较好的整体性及抗震性能。     

A NEW GENERATING METHOD FOR THE MACHINING OF A CYLINDRICALGEAR WITH SYMMETRIC ARCUATE TOOTH TRACE

Objective To introduce a new generating method for the machining of a cylindrical gear with symmetric arcuate tooth trace. Methods Adopting this method, the key problems of mismatch control and manufacturing of symmetric arcuate tooth trace gears are solved by using suitable cutter tilt and a new generating method with double-edge gear-wheel cutter. The machining principle is analyzed and the mathematical model of generating motion is established. Then the tooth flank equation and differential geometrical parameters are discussed. Results The minim alteration of cutter tilt will make the contact flank area change so as to satisfy the special requirements. It is easy to realize the tip relief of gearing by altering coefficients of every moving axis. Because the tooth has the arc shape, the symmetrical arcuate cylindrical gears have higher overall strength and it is easy to perform the flank grinding for high precision. Conclusion This new generating method has higher productivity. It is easy to get a perfect contact zone and fully give play to the potential bearing capacity of the gears. The symmetrical arcuate cylindrical gears can be used in highly durable and heavy duty gearing applications.     

多车场车辆优化调度模型及算法

针对多车场满载运输问题的特征，提出了多车场车辆优化调度的数学模型，设计了求解该问题的启发式算法，应用结果表明，该算法是可行的。     

老化对沥青结合料粘弹性的影响

沥青结合料的老化是影响沥青路面使用性能的一个重要因素，应用旋转薄膜烘箱(RTFO)对沥青进行短期老化，通过压力老化仪(PAV)对经RTFO短期老化的沥青进行不同时间的老化，对老化沥青进行系统试验，研究老化对沥青结合料粘弹性的影响。结果表明老化使沥青结合料的粘性逐渐降低，增强了沥青结合料的抗变形能力(高温稳定性)，但抗疲劳开裂性能下降。