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Development of thermal insulating plasters with regulated capillary activity Jiří Zach1,a, Jitka Hroudová1,b , Martina Reif1,c and Azra Korjenic2,d 1Brno University of Technology, Faculty of Civil Engineering, Admas Centre, Veveří 331/95, 602 00 Brno, Czech Republic 2Vienna University of Technology, Faculty of Civil Engineering, Institute of Building Construction and Technology, Karlsplatz 13, 1040 Vienna, Austria azach.j@fce.vutbr.cz, bhroudova.j@fce.vutbr.cz, creif.m@fce.vutbr.cz; dazra.korjenic@tuwien.ac.at Keywords: Thermal insulating plaster, capillary activity, thermal conductivity, lightweight aggregate.
Abstract The development of prospective, thermal insulating plasters that are applied during the reconstruction and rehabilitation of structures has taken place at the Faculty of Civil Engineering for many years.

Introduction Safety is the eternal lifeline of civil aviation.
As the understanding of the theory of system safety and safety culture and states parties actively response to the construction of safety management system (SMS) proposed by the international civil aviation organization (ICAO), air traffic safety management in our country has gradually developed into safety system engineering.
Civil aviation air traffic control unit is still in the accumulation of experience and exploration stage in safety assessment which is carried on in accordance with the relevant requirements of the civil aviation administration.
International Civil aviation Organization, 2006. 3
An assessment of risk and safety in civil aviation, J.

Preface This issue of "Applied Mechanics and Materials" journal covers the proceedings of the international scientific conference "Science and Engineering 2015" which was held in Płock, November, 5-6, 2015.
The conference was organized by the Faculty of Civil Engineering, Mechanics and Petrochemistry, Warsaw University of Technology (Płock Branch) in cooperation with the Faculty of Geodesy and Cartography, WUT, and the Faculty of Civil Engineering and Geodesy, Military University of Technology.
The main goals of the conference were to provide an opportunity for young scientists to present their achievements and exchange ideas on the fields of engineering and technology.
As the issue covers a wide range of topics, it has been divided into six chapters, as follows: Chapter 1: Building Structures and Materials Chapter 2: Energy Saving and Energy Efficiency in Civil Engineering Chapter 3: Geotechnics Chapter 4: Engineering Mechanics and Mechanical Engineering Chapter 5: Chemical Engineering The Editorial Board would like to thank to all the authors for their effort made to prepare papers.

Design Application in Suspender Tensile Force of Tied-Arch Bridges Based on Inversion Optimization Method Xuexian Sun1, Yong Wang2 and Feng Chen3 School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China 1ansionyong@sina.cn, 2klyxd@163.com, 3chylh@hotmail.com Keywords: Tied-arch bridge, Inversion optimization, Suspender tensile force, Finite element Abstract.
The FEM software of Midas/civil is used to build up the finite element model of bridge structure (including 619 elements, 608nodes, 5 materials and 11 sections in all.
Journal of Engineering Mechanics.
Journal of Bridge Engineering, Vol. 6 (2001) No.4, p.293
Chinese Journal of Rock Mechanics and Engineering.

Preface The aim of Global Conference on Civil, Structural and Environmental Engineering is to create a venue where researchers from around the world can reflect on progress made in the scientific study in civil and environment field.
The combined conference is organized by China Three Gorges University, Geoenviornmental Engineering Branch of Chinese Society for Rock Mechanics and Engineering, The Ground Rock Engineering Committee of Chinese Society for Rock mechanics and Engineering, The Fluid Mechanics Committee of the Chinese Society of Mechanics, and Hubei Society for Rock Mechanics & Engineering.
We are grateful to all the authors, referees and organizations who have made these volumes possible and hope that it becomes an invaluable reference both for the civil and environmental engineering profession.
The editors 2013 2nd Global Conference on Civil, Structural and Environmental Engineering Organized by: Liaoning Technical University, China Conference Organization Chairman Prof.

Preface The aim of Global Conference on Civil, Structural and Environmental Engineering is to create a venue where researchers from around the world can reflect on progress made in the scientific study in civil and environment field.
The combined conference is organized by China Three Gorges University, Geoenviornmental Engineering Branch of Chinese Society for Rock Mechanics and Engineering, The Ground Rock Engineering Committee of Chinese Society for Rock mechanics and Engineering, The Fluid Mechanics Committee of the Chinese Society of Mechanics, and Hubei Society for Rock Mechanics & Engineering.
We are grateful to all the authors, referees and organizations that have made these volumes possible and hope that it becomes an invaluable reference both for the civil and environmental engineering profession.
The editors 2014 3rd Global Conference on Civil, Structural and Environmental Engineering Conference Organization Chairman Prof.

Resistance Characteristics of Underwater Supercavity Dexin Zhang,Gang Liu,Jianming Guo,Wenliang Yang, Zhengui Zhao Dexin Zhang,Harbin Engineering University,College of Aerospace and Civil Engineering,Nantong Street No.145,Nangang District,Harbin,150001,China Gang Liu,Harbin Engineering University,College of Aerospace and Civil Engineering,Nantong Street No.145,Nangang District,Harbin,150001,China Jianming Guo,Harbin Engineering University,College of Aerospace and Civil Engineering,Nantong Street No.145,Nangang District,Harbin,150001,China Zhengui Zhao,Harbin Engineering University,College of Aerospace and Civil Engineering,Nantong Street No.145,Nangang District,Harbin,150001,China Wenliang Yang,Harbin Engineering University,College of Aerospace and Civil Engineering,Nantong Street No.145,Nangang District,Harbin,150001,China zhangdexin@hrbeu.edu.cn,348222445@qq.com,604899127@qq.com 269059731@qq.com,337033002@qq.com Keywords : supercavity ;underwater projectile; Numerical Simulation
[3] A.K.Signal,M.M.Asheville,Li Huiying,et al.Mathematical Basis and Validation of the Full Cavitation Model.Journal of Fluids Engineering.2002,124(3): 617~624

Study on Soil Pressure of High Fill Retaining Wall in Construction Stage Peng Li 1, a, Xiao Song2, b 1 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China 2 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China achipren@163.com, bpsudq@163.com Keywords: Soil pressure , Retaining wall, High fill, Calculation Abstract.
Engineering News Record Vol. 109 (Sept. 29 ),(1932),pp.365-369 [2] Terzaghi,K.
Engineering News Record, Vol. 112(February. 1),(1934),pp.136-140 [3] Terzaghi,K.
Engineering News Record,, Vol. 112 (February. 22 ),(1934),pp.259-262 [4] Terzaghi,K.
Journal of Boston Society of Civil Engineering, Vol. 23(1936),pp.71 -88 [5] Pieter A.Vermeer,Ankana Punlor,Nico Ruse.Arching effects behind a soldierwall.Computers and geotechnics,Vol.28(6-7)(2001),pp.379-396

Student, Geotechnical Engineering, Sharda University, Greater Noida, India 2M Tech., Department of Earthquake Engineering, IIT Roorkee, India 3Assistant Executive Engineer, R&B Department, J&K, India asabreenamuhammad7@gmail.com, btalktowasim@gmail.com, ᶜshakeel175@rediffmail.com Keywords: dredged material, Dal Lake, stabilization, lime Abstract.
Increase in developmental activities and the limited availability of suitable sites for civil engineering project construction is greatly encouraging engineers to consider improvement of weak soil deposits for constructing infrastructures.
The range of engineering applications for dredged soil is limited only by the ingenuity of the designer.
J., Jr., Classification and engineering properties of dredged material, Technical Report D-77-18 (1977), U.S.
[11] Gregory Paul Makusa, “Mechanical properties of stabilized dredged sediments for sustainable geotechnical structures,” Licentiate Thesis, Dept. of Civil, Environmental & Natural Resources Engg., Division of Mining & Geotech.

Research of cost control based on engineering change during design phase Jing Li1, a, Zongrong Xu2,b 1School of Civil Engineering, Shandong Jiaotong University, Jinan, 250357, China 2Jinan Urban Construction Group, Jinan, 250031, China amynuan2006@163.com, bxzr568@163.com Keywords: design phase, engineering change, engineering cost Abstract. design period is the most critical period that influences construction cost.
The analysis of engineering changes are shown in table 1.
(2) Change of engineering amount.
Effective measurements to control engineering cost Fig.1 is description of invest rules influenced by engineering items on different stages overseas.
Obviously, the key to control engineering cost is in design phase.