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Optimization Design and Research on Gradation of ATB-25 Xing Huang 1,2,a, Ling Yuan 1,b, Ruming Wei 1,c Xiaoqing Li＊1,d 1School of Civil Engineering and Mechanics, HUST,Wuhan,Hubei,China 2Guangdong Provincial Changda Highway Engineering Co.
Combining with the highway pavement engineering project of Qujiang to Nanxiong, It is researched on the design of the mix proportion for asphalt treated base ATB-25 in the paper, and the suitable gradation design scheme is put out for the design and construction of highway pavement in high temperature and heavy duty area.
It is researched on the design of the mix proportion for asphalt treated base ATB-25 based on the Shaoguan highway pavement engineering project in the paper, and the suitable gradation design scheme is put out for the design and construction of highway pavement in high temperature and heavy duty area, and it provide a reference for the pavement base construction .
Engineering experience shows that it will increase the difficulty of the construction because of more fine aggregate in coarse aggregate.
Gradation Range of Superpave[J].Journal of Traffic and Transportation Engineering,2003,9(3):1-6 [8] Rajib B.Use of Superpave Gyratory Compactorbo Characterize Hot-mix Asphalt[J].

Test Study on Creep Character of Anchor Rod in Argillaceous Soft Rock Qiuyan Fan1,a, Cailin Liu2, Keqing Yang3,Meiqian Wang4 1College of Resources and Metallurgy ,Guangxi University ,Nanning 530004,China 2Northwest Research Institute of Mining and Metallurgy, Baiyin 730900, China 3Geology and Mineral engineering investigation institute of Nanning, Nanning 530004,China 4College of civil engineering, Guangxi University, guangxi, nanning, 530004,China aE-mail:qiuyan@gxu.edu.cn Keywords：Argillaceous Soft Rock; Anchor rod; Creep; Long-term adhesive strength Abstract:The creep character of anchor rod in argillaceous soft rock is remarkable.
As for the temporary support in the foundation ditch engineering, creep has little effect on the temporary engineering, however, as for the permanent support engineering, the long-term stability of anchor rod in the argillaceous soft rock must be taken into account for the anchor rod of argillaceous soft rock possesses a significant creep property.
Chinese Journal of Geotechnical Engineering 2002,24(1): 61-63.
Chinese Journal of Rock Mechanics and Engineering, 2002,21(2):251-256.
Time-Dependent Behaviour of Rock Mass and Its Reliability on Anchoring in Underground Engineering[D].

Application of Expansion Double Spherical Seismic Isolation Bearing in Seismic Design of Continuous Girder Bridges Tianbo Peng1,2,a, Zhennan Wang2,b, Xuntao Yu2,c and Chengyu Yang1,d 1 State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, shanghai 200092，China 2 Department of Bridge Engineering, Tongji University, Shanghai 200092, China aptb@tongji.edu.cn, bwangzhennan-2006@163.com, cyuxuntao@163.com, dseismicyang@tongji.edu.cn Keywords: Double spherical seismic isolation bearing, Continuous girder bridges, Seismic isolation.
The double spherical seismic isolation (DSSI for short) bearing has been adopted in seismic design of several important engineering projects since developed recently.
Therefore DSSI bearings have been adopted in seismic design of several important bridge engineering projects, such as Sutong Changjiang Highway Bridge.
[2] PENG Tianbo, LI Jianzhong, XU Yan and FAN Lichu, (2008) “Study on Seismic Performance of Double Spherical Seismic Isolation Bearing”, Earthquake Engineering and Engineering Vibration, 7 (4): 439-446.

A Textbook of Automobile Engineering Laxmi Publications (P) Ltd. (2007).
Materials Science and Engineering: An Introduction (10th ed.).
Journal of Mechanical Engineering and Automation, 9(2), (2019) 47–53
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684 Volume 5, Issue 2 (2013) 11 – 24 [14] R.
Engineering Science and Technology, an International Journal, 24(5), (2021)1290–1300

Stability analysis of rock and effect evaluation of supporting scheme in Tianchi underground plant Tao Luo1,a, Huanfeng Qiu1,b, Shaojun Fu1,c 1School of Civil Engineering, Wuhan University, Wuhan, 430072, China aluotao19870426@126.com, b807818197@qq.com, cshaojunfu69@vip.sina.com Keywords: underground structure, in-situ stress, nonlinear finite element, stability analysis, excavating and supporting scheme Abstract.
Computational Rock Mechanics and Engineering[M].
Engineering Journal of Wuhan University, 2008,41(4):25-26(In Chinese)
Chinese Journal of Rock Mechanics and Engineering, 2007,26(9):1730-1736(In Chinese)
Study on instability criteria of surrounding rock of underground engineering cavern based on catastrophe theory[J].

Realize the Non-load Bearing Walls Material Products Development of Building Envelope of Energy Conservation and Durable Fire Integration and Realize the Complete Sets of Technology Researching Wanzhi Cao1, a, Hongzhen Wang 1,b and Qingxia Sun2,c 1School of Civil Engineering, Northwest University for Nationalities, Key Laboratory of New Building Materials and Building Energy Conservation in Gansu Province, Lanzhou China 2Shandong Urban Construction Vocational College, Jinan China acaowanzhi2029@126.com, blzhfkjwhz@126.com, c sunqingxia1982@163.com Keywords: Micropore Lightweight Aggregate Concrete; Wall Products; Building Energy Conservation; Durable and Fireproofing Abstract: Introduce the realizing the non-load bearing walls material products of building energy conservation and durable fire integration, which is also called the heat-cutting off energy-saving composite block.
"Code for Design of Civil Buildings" provides the use age of an important and high-rise building construction is 100 years, and the general construction is 50-100 years.
In addition, a 30-60mmthickness of the porous solid slab of concrete beam position as a facade or exterior wall insulation system with the use of fire separation, the wall construction and engineering application example pictures are shown in Figure 5 and Figure 6.
The Main Parameters, Efficiency and Market Competitiveness Compared of Similar Products and Technology Comparison of Product Technical Performance Advantages of the Project Figure 6 Examples and sectional wall structure Figure 7 photos of engineering application China's current process of wall materials is divided into three major categories, the first is sintered products, the second is autoclaved products, the third is pressing products.
The project in the Northwest and Shan dong has promoted and used for 5 years, 8 achievements, more than 300 engineering applications, a total of 550,000 cubic meters or more, sales is more than 210 million Yuan, profit is more than 55.74 million Yuan, the amount of 590 million Yuan has been saved.

Influence of Polypropylene Fiber and Silica Fume on the Chloride Penetration of High Performance Concrete with Fly Ash Jing Liu1,a, De-Hua Deng1,b, Ming Yin1,c , Xu-Li Hu 1,d 1,School of Civil and Architectural Engineering, Central South University, Changsha 410075, China a mail: liujingsuccess@yahoo.com.cn; bmail:: dlx0216@163.com; cmail: 6628051@qq.com; dmail: 214722065@qq.com.
Over the last nearly 20 years, high performance concrete (HPC) has been widely used in marine construction engineering.
Ocean Engineering, 2004, 31: 779-789
Journal of Architecture and Civil Engineering, 2006, 23: 19-20

Flame Front Model with the Clusters Condensation TREGUBOV Dmytro1,a*, KIREEV Oleksandr1,b, SLEPUZHNIKOV Evgen1,c, BORSUK Olena2,d, DADASHOV Ilgar3,e 1National University of Civil Defence of Ukraine, 94, Chernyshevska str., Kharkiv, Ukraine, 61023 2Cherkasy Institute of Fire Safety named after Chornobyl Heroes of National University of Civil Protection of Ukraine, 8, Onoprienka str., Cherkasy, Ukraine, 18034 3The Academy of the Ministry Emergency Situations of Azerbaijanian Republic, 8, Elman Gasimov str., Baku city, Azerbaijanian Republic, 1089 acxxttregubov1970@nuczu.edu.ua, b53kireev@gmail.com, сors2011@ukr.net, dborsuk_olena@chipb.org.in, eilgardadashov.69@gmail.com Keywords: n-alkanes, flame front, cluster, peroxide group, condensation, characteristic temperatures.
Minska, Relationship Between Properties of Floating Systems and Flammable Liquids in the Stopping Their Burning Technology, Key Engineering Materials, 954 (2023) 145–155
Maiboroda, Cluster Mechanism of the Explosive Processes Initiation in the Matter, Key Engineering Materials, 952 (2023) 131–142
[20] The Engineering ToolBox. 
Leonelli, Use of combustion synthesis / self-propagating high- temperature synthesis (SHS) for the joining of similar/dissimilar materials, Woodhead Publishing Reviews: Mechanical Engineering Series, (2022) 63–79

Portugal 2UNIDEMI, Department of Mechanical and Industrial Engineering, NOVA School of Science and Technology, NOVA University Lisbon, 2829-516 Caparica, Portugal 3CERIS, Instituto Superior Técnico, Universidade de Lisboa, Av.
Rovisco Pais, 1049-001, Lisboa, Portugal 4Harbours and Maritime Structures Division, Hydraulics and Environment Department, Laboratório Nacional de Engenharia Civil (LNEC), Av. do Brasil 101, 1700-066, Lisboa, Portugal adneves@inegi.up.pt, bmoisesbrito@fct.unl.pt, cantonio.pires.silva@tecnico.ulisboa.pt, djfortes@lnec.pt, ejorge.matos@tecnico.ulisboa.pt Keywords: Air bubble curtain, wave propagation, flow velocities, turbulence, wave flume.
In hydraulic engineering, it is known that flow aeration may lead to flow bulking, gas transfer, and energy dissipation in breaking waves.
Experimental Setup The experimental tests were conducted in a 32.4 [m] long wave flume at the National Laboratory of Civil Engineering (LNEC), Lisbon, Portugal.
Engineers, Sensory Deterrent Systems, no.

Leung 2,b and Wei Sun1,c 1College of Materials Science and Engineering, Southeast University, Jiangsu Key laboratory of Construction Materials, Nanjing, China 2Department of Civil and environmental Engineering, Hong Kong University of Science and Technology, Hong Kong, China SAR apangchao@seu.edu.cn, bckleung@ust.hk, csunwei@seu.edu.cn Keywords: cementitious composites rubber particles fracture toughness microstructure pore size distribution micro-hardness.
Abdel-Hameed, Mechanical, Fracture, and Microstructural Investigations of Rubber Concrete, Journal of materials in civil engineering(2008) p.640-649
ASCE Journal of Engineering Mechanics, Vol.118 (1992): 2298-3018