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Lateritic Soil-Leachate Compatibility Study Using MICP Approach Yohanna, P1,a*, Etim, R.K.2,b, Ijimdiya, T.S3,c, Eberemu, A.O.3,4,d and Osinubi, K.J.3,e 1Department of Civil Engineering, Kampala International University, Western Campus, Uganda. 2Department of Civil Engineering, Akwa Ibom State University, Ikot Akpaden, Nigeria 3Department of Civil Engineering, Ahmadu Bello University, Zaria, Nigeria. 4Department of Civil Engineering, and Africa Center of Excellence on New Pedagogies in Engineering Education, Ahmadu Bello University, Zaria, Kaduna State, Nigeria Corresponding author: apaulyohanna@kiu.ac.ug, brolandkufre24@gmail.com, ctsijimdiya@gmail.com, daeberemu@yahoo.com, ekosinubi@yahoo.com Keywords: B. coagulans; Landfill; Lateritic soil; Permeation fluid; Void ratio Abstract.
Introduction The idea of exploring various approaches of enhancing properties of soils in other to apply them for engineering uses is vital in the field of geotechnical as well as geo-environmental engineering practice.
Ekene, et al., Case evaluation of structural strength improvement of cement stabilized lateritic soil reinforced with sisal fibers and plastic waste strips, Discover Civil Engineering, (2024) https://doi.org/10.1007/s44290-024-00069-9
Ijimdiya, et al., Review of the use of microorganisms in geotechnical engineering applications, SN Appl.
[21] BS 1377, Methods of Testing Soils for Civil Engineering Purposes.

Remote Hybrid Testing on Bridge System Yunlei Fan 1, a, Yan Xiao 2,3,b, Yurong Guo2,c and Tao Yuan3,d 1College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, China 2 Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, College of Civil Engineering, Hunan University, Changsha, China 3 Dept. of Civil Engineering, University of Southern California, Los Angeles, USA 4 China Urban Construction Design and Research Institute, Beijing, China afanyunlei@163.com (corresponding author), byanxiao@hnu.edu.cn, c yurongguo@hnu.edu.cn, d190096138@qq.com Keywords: Remote testing; Hybrid method; Bridge system; Earthquake simulation; Communication protocol Abstract.
Brown, Jr. network for earthquake engineering simulation, Proceedings of the Seventh U.S.
National Conference on Earthquake Engineering, Boston, 2002
[2] Spencer BF et al, NEESGRID: a distribute collaboratory for advanced earthquake engineering experiment and Simulation, 13th World Conference on Earthquake Engineering, Vancouver, 2004, 1674
[7] Yang YS, Wang SJ, Wang kJ, ISEE: Internet-based Simulations for earthquake engineering, Part I: the database approach, Proceedings of 13th world conference on Earthquake Engineering, Vancouver, 2004, p.1910

The following only provides a brief overview of conditions of liability regarding Section 823 of the German Civil Code, since the other mentioned legislation acts are not of concern to the engineering examples presented in this article..
Liability in respect to Section 823 paragraph 1 of the German Civil Code.
The monitoring of bridges and other civil structures in Germany is regulated by a standard [16].
In the first phase, the main properties of the bridge were designed by using conventional methods of civil engineering.
This duty is based on the general legal principle established in Section 823 of the German Civil Code and in Sections 836, 837 of the German Civil Code.

Analysis of Factors Affecting the Direction of Plastic Strain Increment in Sand Yunpeng Guo1a, Chengzhi Qib, Chao Ma1c, Zhenhui Lu1 and Youjie Sun1d School of Civil and Transportation Engineering, Beijing Advanced Innovation Center for Future Urban Design, Beijing University of Civil Engineering and Architecture, Beijing 100044, China a1551916438@qq.com, bqichengzhi65@163.com Keywords: plastic strain increment direction, stress increment direction, stress state Abstract: Taking the standard sand of Fujian as the test material, this paper concentrates on studying the influence of different stress increment directions on the direction of plastic strain increment of sand materials under different stress states and the underlying mechanism.
Large-scale underground engineering, offshore engineering and other engineering projects, soil excavation, groundwater lifting and so on will cause changes in the stress path of soil in addition to seismic action.
Numerical Methods in Geomechanics, American Society of Civil Engineering, 1976
Engineering Plasticity, 1968
(in Chinese) [17] Huang Maosong, Yao Yangping, Yin Zhenyu, Liu Enlong, Lei Huayang, An overview on elementary mechanical behaviors, constitutive modeling and failure criterion of soils[J], China Civil Engineering Journal. 49 (7) (2016) 9-35.

Association Française de Génie Civil, Setra (in English)
[4] Li V.C.: Engineered Cementitious Composites - Tailored Composites through Micromechanical Modeling, in Fiber Reinforced Concrete: Present and the Future, Canadian Society of Civil Engineering, 64-97
W.: Engineered Cementitious Composites for Structural Applications.
[11] Li, V.C.: From mechanics to structural engineering - The design of cementitious composites for civil engineering applications Structural Engineering/Earthquake Engineering (1993) 10:37s-48s
In: Journal of Materials, Concrete Structures and Pavements, Japan Society of Civil Engineers.

The analysis of the influence of boundary conditions on the energy performance of houses Kateřina Kubenková1, a *, Barbora Hrubá1, b, Michal Kraus1, b and Darja Kubečková1, d 1VŠB-Technical University of Ostrava, Faculty of Civil Engineering; Ludvíka Podéště 1875/17, 708 33 Ostrava, Czech Republic akaterina.kubenkova@vsb.cz, bbarbora.hruba@vsb.cz, cmichal.kraus@vsb.cz, ddarja.kubeckova@vsb.cz, Keywords: Environmental engineering, energy, green buildings Abstract.
Acknowledgements The statistical analysis of the contribution was created under the support of the specific university research – Student Grant Competition of VŠB-TU Ostrava with the ID code SP2014/18 - Possibilities of Application of Statistical Methods and Analytical Tools in Civil Engineering.

Analysis on Statistical Data of Registered Constructor Test Qiang Li 1a,2, HM L (Huimin Li)1b 1 Xi’an University of Architecture & Technology, School of Civil Engineering, Xi’an,710055, Peoples R China 2.
And the pass rate of Municipal Public Engineering and Construction Engineering are lower, respectively 7.46% and 5.61%, indicating that two courses a few questions too difficult.
In the 2009 Constructor Examination, from the differentiation degree perspective, the exam questions of Highway engineering, Communications and Broadcasting engineering were controlled better; and Mechanical and Electrical engineering, Construction engineering were controlled not good.
Li qiang(1979-), male, doctoral candidate, engineer, School of Civil Engineering, Xi’an University of Arch. & Tech 2.
Li Hui-min ,(1954-) male, professor, School of Civil Engineering, Xi’an University of Arch. & Tech.

China 2 China Railway Port and Channel Engineering Group Co.
Based on the actual engineering design, the brief summary about engineering design method of 10gTNT equivalent deep water explosion vessel has carried on.
Introduction Underwater explosion is the foundation of the water weapon design technology, the damage effect and underwater blasting engineering.
Underwater explosion not only is very important to military, but also is very meaningful to civil industry.
Based on the actual engineering design, the brief summary about engineering design method of 10gTNT equivalent deep water explosion vessel has carried on.

Utilize Water Square to Transforming Rain Water Engineering in City Chonghao Wang1,a and Zhihe Shen2,b 1 Master, School of Civil Engineering ,Hefei University of Technology;Tunxi Road NO.193 Hefei.Anhui,China 230009; 2 Professor, School of Civil Engineering ,Hefei University of Technology;Tunxi Road NO.193 Hefei.Anhui,China 230009; a Email: gigilove08@sina.com b Email: shenzhihe@tsinghua.org.cn Keywords: Water Squares; Rainwater Reform; Urban Drainage Abstract This type analyzes that the water square can be used in the implementation of rain and sewage diversion in the old city.
[3] Huxiu Sun: “Drainage Engineering(book one, fourth edition).”M.China Building Industry Press. (1999),in Chinese
[4] Yingwen Xue and Qianqian Wen, in: J.Engineering Journal of Wuhan University, June, (2010), 375-378, in Chinese
China Municipal Engineering, June,(2008),42-43, in Chinese.

To prevent soil erosion based on the demand of soil. 30 degree above and 45 degree below Civil afforestation construction methods such as spray-seeding engineering method, vegetation cushion engineering method, plant bag engineering method etc. or the ecological engineering method for naturally cultivating saplings using simple soil-fixing material available 45 degree above and 60 degree below Special afforestation engineering methods such as base material spray-seeding engineering method, base material filling engineering method etc. 60 degree above and 75 degree below Prefabricated afforestation frame with slope protection function as well or metal grid to be used for afforestation 75 degree above Wall afforestation to be used The slope afforestation engineering methods commonly used in Japan at present include thickened base material spray-seeding engineering method, long fibre thickened base material spray-seeding engineering method, environmental short fibre high-performance spray-seeding
afforestation engineering method, ecological cycle afforestation engineering method, nonlocal soil spray-seeding engineering method, fibre nonlocal soil spray-seeding engineering method, bamboo fibre slope afforestation engineering method, spray-seeding engineering method, mobile wall engineering method, reticular circular engineering method, planting frame engineering method, three-dimensional protective panel engineering method, vegetation cushion engineering method, plant bag engineering method, grass flower afforestation engineering method, stepped vegetation engineering method etc.
The relevant state-of-art Japanese technology is expected to be further elaborated by civil professionals.
The guide of road civil engineering and slope safety.
Civil engineering technology 59(2), 200402:36-45