University. 2016.
5. Modul Praktikum Ilmu Ukur Tanah & GIS
6. Nathanson, J., Lanzafama, M. T., Kissam, P., Surveying Fundamental and Practices, 5th Ed., Prentice Hall, 2011 Advanced Calculus
ENCV 603 007 3 Credits
Expected Learning Outcomes : CLO 1 (Engineering Knowledge) Course Learning Outcomes (CLO) :
Be able to derive and use the concepts of ordinary differential equation and vector calculus in solving applied problems.
(CLO 1)
Learning Experiences : Interactive lectures Syllabus :
Introduction to Differential Equations, Definitions and Terminology, Initial-Value Problems, Differential Equations as Mathematical Models, First-Order Differential Equations, Solution Curves without a Solution, Direction Fields, Autonomous First-Order Differential Equations, Separable Equations, Linear Equations, Exact Equations, Solution by Substitutions, A Numerical Method, Linear Models, Nonlinear Models, Modeling with Systems of First-Order Differential Equations.
Higher-Order Differential Equations, Theory of Linear Equations, Initial-Value and Boundary-Value Problems, Homogeneous Equations, Nonhomogeneous Equations, Reduction of Order, Homogeneous Linear Equations with Constant Coefficients, Undetermined Coefficients, Variation of Parameters, Cauchy-Euler Equations, Nonlinear Equations, Linear Models; Initial-Value Problems, Spring/Mass Systems:
Free Undamped Motion, Spring/Mass Systems: Free Damped Motion, Spring/Mass Systems: Driven Motion, Series Circuit Analogue, Linear Models : Boundary-Value Problems, Green’s Function (Initial-Value and Boundary-Value Problems), Nonlinear Models, Solving Systems of Linear Equations. Vector Functions, Motion on a Curve, Curvature and Components of Acceleration, Partial Derivatives, Directional Derivative, Tangent Planes and Normal Lines, Curl and Divergence, Line Integrals, Independence of the Path, Double Integrals, Double Integrals in Polar Coordinates, Green’s Theorem, Surface Integrals, Stokes’ Theorem, Triple Integrals, Divergence Theorem, Change of Variables in Multiple Integrals.
Prerequisites : Calculus 1 and Calculus 2 Text Book References :
1. D.G Zill and W.S Wright, Advanced Engineering Mathe- matics, 5th ed., Jones & Barlett Learning, 2014
2. E. Kreyzig, Advanced Mathematical Engineering, Johnwiley & Son, 5th ed., 2011
Soil Mechanics ENCV 604 001 3 Credits
Expected Learning Outcomes : CLO 2 (Problem Analysis), CLO 3 (Design)
CLO 5 (Modern Tool Usage)
Course Learning Outcomes (CLO) :
1. Be able to analyse slope stability with the limit equilibrium method (CLO 2)
2. Be able to design retaining walls and calculate shallow foundation dimensions (CLO 3)
3. Be able to use GeoStudio software to analyse slope stability (CLO 5)
Learning Experiences : 1. Interactive lectures
2. Watching virtual laboratory videos
3. Using GeoStudio software to analyse slope stability.
Syllabus :
Soil bearing capacity: limit bearing capacity and allowable bearing capacity due to tilting, eccentric loads; Elastic decline and one-dimensional consolidation settlement; Drawing and designing shallow foundations; Seepage through dams; Lateral pressure: Rankine theory and Coulomb theory; Structural design of retaining walls, gravity walls, cantilever walls, cantilever sheet pile walls, sheet pile walls; Slope stability: Slope stability concept, undrained analysis, slice method, introduction to Fellenius method, Bishop method, soil stabilization method, and use of equilibrium method software.
Prerequisites : Basic Soil Mechanics (pass) Text Book References :
1. Craig, R.F., “ Soil Mechanics, 7th Ed.”, 2007
2. Bowles, J.E., “Physical and Geotechnical Properties of Soils”, McGraw-Hill Kogagusha Ltd., 1998.
3. Das, B.M., “Principles of Geotechnical Engineering”, Seventh Edition, 2010, PWS Publishing Company, Boston 4. Budu M., “Soil Mechanics and Foundations”, Third
Edition, 2010, John Wiley& Sons, New York Hydraulic
ENCV 604 002 3 Credits
Expected Learning Outcomes : CLO 1 (Engineering Knowledge) Course Learning Outcomes (CLO) :
Be able to apply the law of Conservation of Mass, energy, and momentum on a stream media (CLO 1)
Learning Experiences : 1. Interactive lectures
2. Tutorial in a structured and schedule manner Syllabus :
Hydraulic is an application of the law of mass, energy, and momentum conservation which is applied theoretically in drainage medias generally found in civil engineering world.
These drainage media cover flows in pipes (under pressure), and flows in open drainage system (the water surface has atmospheric pressure). Until midterms, awareness is built to obtain the formulation that can be used in designing dimension which basically needed in formulating energy lost. This concept is introduced in designing a piping system. After the midterm, the energy lost concept is continued by applying it to an open drainage system. Due to the incapability of obtaining accuracy just by using the theoretical formulation for energy loss, it is introduced that the application for some of the water structures will be forced to use empirical coefficients.
Prerequisites : Fluid Mechanics, Linear Algebra
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Text Book References :
1. Merle C. Potter, David C. Wiggert, Bassem H. Ramadan, Mechanics of Fluids, Fourth Edition, Cengage Learning, 2011.
2. Frank M. White, Fluid Mechanics, Fourth Edition, McGraw-Hill, 1998.
Structure Analysis ENCV 604 003 4 Credits
Expected Learning Outcomes : CLO 2 (Problem Analysis) CLO 5 (Modern Tool Usage) Course Learning Outcomes (CLO) :
1. Be able to analyse indeterminate static structures with classical methods (three-moment equation, slope deflection and moment distribution) and stiffness methods (CLO 2) 2. Be able to use MATLAB/SAP software to confirm the structural analysis results calculated by stiffness methods (CLO 5)
Learning Experiences : 1. Interactive lectures
2. Carrying out individual assignments in a structured and scheduled manner
3. Conducting experiments to understand moment distribution methods
Syllabus :
Definition of uncertain static vs certain static structures, external indefinite static, Application of the Three Moment Equation method, Slope deflection and moment distribution on continuous beams with various support reaction conditions, fixed frames with single sway, gable frames, symmetrical and asymmetric structures.
Application of the direct stiffness method in cases of 2D truss, continuous beams, frames, joists / grids and composite structures (combined beam-frame, frame-trusses)
Prerequisites : Statics (pass) dan Solid Mechanics Text Book References :
1. Hibbeler,R.C., Structural Analysis, Prenice Hall, 1998 2. Aslam Kassimali, Structural Analysis, Third Edition,
Thomson, 2005
3. Ghali A., A.M. Neville, Structural Analysis : A unified Classical and Matrix Approach, 4th ed., Thompson pub., 4. Marc Hoit, Computer-Assisted Structural Analysis and 1997 Modelling, Prentice Hall, Englewood Cliffs, New Jersey, 5. KATILI, Irwan, Metode Elemen Hingga untuk Skeletal, 1995
Rajawali Pers, 2008 Numerical Methods ENCV 604 004 2 Credits
Expected Learning Outcomes : CLO 1 (Engineering Knowledge) Course Learning Outcomes (CLO) :
Be able to solve mathematical equations in linear algebra and differential equations numerically (CLO 1)
Learning Experiences :
1. Interactive lectures
2. Using one of available software to analyse linear algebra problems and differential equations
Syllabus :
Basics of programming using MATLAB / PHYTON / VB software, finding the root of the equation (Bracketing Method
& Open Method); Linear System (Solving Simultaneous Linear Algebraic Equation, Gauss Elimination, LU-Factorization, Matrix Inversion, Solution by Iteration, Eigenvalues)
Numerical Method in Curve Fitting (Linear Regression & Least Square), Numerical Method in solving: Ordinary Differential Equations (Initial Value Problems, Adaptive Method and Stiff System, Boundary Value Problems)
Prerequisites : Calculus 1, Calculus 2, Advanced Calculus, Linear Algebra
Text Book References :
1. Numerical Methods for Engineers, Steven C. Chapra &
Raymond P Canale, 7th edition, 2013
2. Applied Numerical Methods with MATLAB for Engi- neers and Scientist, 3rd edition, Steven C. Chapra, Mc Graw Hill, 2012
3. KATILI, Irwan, Metode Elemen Hingga untuk Skeletal, Rajawali Pers, 2008
Transportation Engineering ENCV 604 005
3 Credits
Expected Learning Outcomes : CLO 2 (Problem Analysis), CLO 4 (Experiment) CLO 9 (Teamwork)
Course Learning Outcomes (CLO) :
1. Be able to analyse traffic performance, road and traffic capacity (CLO 2)
2. Be able to apply statistical and probabilistic concepts in analysing traffic survey data (CLO 4)
3. Be able to work in teams in conducting traffic surveys (CLO 9)
Learning Experiences : 1. Interactive lectures
2. Conducting a field survey to calculate the volume of vehicles
Syllabus :
Traffic elements; Interaction of activity systems, network systems, and movement systems; Estimation and prediction of trip generation and attraction using empirical and analogy methods; travel distribution estimation and prediction using growth and synthesis methods; Traffic variables (flow, speed, and density); Greenshield traffic flow model; Measurement method; Road capacity; Simulation-based road performance.
Prerequisites : Statistics and Probabilistic of Experimental Design
Text Book References :
1. AASHTO, Highway Capacity Manual, 2010
2. May, Adolf D.,Traffic Flow Fundamentals. Prentice-Hall, 3. Molugaram, K., Rao, G. S., Statistical Techniques for Trans-1990
portation Engineering, Butterworth-Heinemann, 2017
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4. Pandem, A., Wolshon, B., Traffic Engineering Handbook7th ed., Wiley, 2016
5. Papacostas, C., Prevedouros, P., Transportation Engineer- ing and Planning 3rd ed., Prentice-Hall, Inc., 2000
6. Washington, S.P., Karlaftis, M.G. and Mannering, F.L.
Statistical and Econometric Methods for Transportation Data Analysis. Second Edition, Chapman & Hall/CRC, Boca Raton, FL., 2011
Foundation Engineering ENCV 605 001
3 Credits
Expected Learning Outcomes : CLO 2 (Problem Analysis), CLO 3 (Design),
CLO 10 (Communication)
Course Learning Outcomes (CLO) :
1. Be able to determine the soil parameters of foundation design / retaining wall based on the test results of soil parameter (CLO 2)
2. Be able to design deep foundations and retaining walls (CLO 3)
3. Be able to draw foundation structures in accordance with engineering drawing principles (CLO 10)
Learning Experiences : Interactive lectures Syllabus :
Introduction to the types and systems of deep foundations, methods of determining the axial bearing capacity of deep foundations; Methods of determining the lateral bearing capacity of deep foundations; Methods of determining the vertical deformation and lateral deformation of deep foundations; Pile load test method and introduction of deep soil retaining system and types; Methods of calculating the soil retaining system, as well as understanding the required soil parameters; Drawing deep foundation structures; Designing deep foundation based on existing soil parameters.
Prerequisites : Solic Mechanics Text Book References :
1. Bowles, J.E., “Foundation Analysis and Design, Int.
Student Edition”, McGraw-Hill, Kogakusha, Ltd., Japan, 2. Coduto D.P., “Foundation Design”, Prentice Hall, Inc.,19941988 3. Poulos, H.G & Davis, E.H., “Pile Foundation Analysis and
Design”, John Wiley & Sons, Inc., 1980.
4. Prakash S & Sharma HD., Pile foundation in Engineering Practice, John Wiley $ Sons, 1990
5. Tomlinson M. dan Woodward J., “Pile Design and Construction Practice, 5th Ed.”, Taylor & Francis, Oxon, UK., 2007
6. Reese L.C., Isenhower W.M. dan Wang S.-T., “Analysis and Design of Shallow and Deep Foundations”, John Wiley &
Sons, Inc., Hoboken, USA., 2006.
7. Fleming K., Weltman A., Randolph M., and Elson K.,
”Piling Engineering, 3rd Ed.”, Taylor & Francis, Oxon, UK., 2009
Journal :
1. ASCE, journal of geotechnic and geomechanics 2. Canadian geotechnical journal
Civil Engineering System ENCV 605 002
2 Credits
Expected Learning Outcomes : CLO 2 (Problem Analysis)
Course Learning Outcomes (CLO) :
Be able to analyse Civil Engineering problems and quantify parameters associated with linear programming approach (CLO 2)
Learning Experiences : 1. Interactive lectures
2. Conducting a survey to understand more deeply about Civil Engineering problems.
Syllabus :
Roles and functions of civil engineering undergraduates, process of solving engineering problems, systems approach, system characteristics in engineering problems, understanding of problem characteristics, statements of needs, system hierarchy, scopes and boundaries of problems, systems analysis, solution approach, role of modelling, types of modelling, Linear Graph Modelling concepts, Mathematical Modelling Concepts, Optimization Process, Motivation and Freedom of Choices, Purposes, Objectives and Criteria for Optimization, Optimization Methods, Feasibility Studies, Planning Horizons.
Time Value of Money, Economic Analysis Methods, Financial Analysis, Decision Problem Elements, Decision Models, Basic Probability, Decision Analysis based on utility value.
Prerequisites : Linear Algebra, Introduction to Civil Engineering System
Text Book References :
1. Dale D Meredith, Kam W Wong, Ronald W Woodhead, Robert H Worthman (1975), Design & Planning of Engi- neering Systems, Prentice Hall
2. C Jotin Khisty, Jamshid Mohammadi, (2001), Fundamen- tal of System Engineering with Economics, Probability, and Statistics, Prentice Hall
3. M David Burghardt, (1999), Introduction to Engineering Design and Problem Solving, McGraw Hills.
Highway Engineering Design 1 ENCV 605 003
4 Credits
Expected Learning Outcomes : CLO 3 (Design)
Course Learning Outcomes (CLO) :
Be able to design road geometric components and pavements (CLO 3)
Learning Experiences : Interactive lectures Syllabus :
Introduction of Norms, Standards, Procedures and Criteria (NSPK) in connection with the geometric design that applies in Indonesia; Road classification, based on: designation, network system, function, status, road supply specifications; Design and control criteria: namely factors of vehicle, driver, road capacity, safety, environment and economy; Design elements: visibility, alignment (horizontal and vertical), coordination between alignments; Excavation and stockpile analysis; Road cross section elements: road space, traffic lane, shoulder, median, roadside, pedestrian and bicycle facilities; Highway drainage;
Street lighting.
Introduction to the history and development of highway design
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technology; Introduction of Norms, Standards, Procedures and Criteria (NSPK) in connection with road construction, including: type of pavement material, function of each pavement layer, stabilization of the subgrade; Introduction and testing of road pavement materials, design mix and test mix plans, supplemented with practical activities in the laboratory;
introduction of asphalt mixing plant (AMP); design criteria and various design methods by empirical and analytical methods, flexible bending pavement design by AASHTO method and component analysis methods (Bina Marga method), gradual construction, and re-construction; rigid pavement design concepts, connection methods; Road maintenance strategies, types of road damage and ways of detection and ways to repair road damage.
Prerequisites : Transportation Engineering; Basic Soil Mechanics
Text Book References :
1. AASHTO, 2007. Maintenance Manual for Roadways and Bridges. 4th Ed.
2. Brockenbrough, R.L., Highway Engineering Handbook 3rd Ed, Mc Graw Hill, 2009
3. BSN (2004) : RSNI Perencanaan Geometrik Jalan Perko- 4. Direktorat Jenderal Bina MArga, (2013), Manual Desain taan
Perkerasan Jalan no 02/M/BM/2013, Kementerian Peker- jaan Umum.
5. Direktorat Jendral Bina Marga (1990) : Petunjuk Desain Drainase Permukaan Jalan
6. Direktorat Jendral Bina Marga (1997) : Standar Perenca- naan Geometrik Jalan Luar Kota
7. Fwa, T.F., The Handbook of Highway Engineering, Taylor
& Fancis Group, 2006
8. Huang, Y., 2004. Pavement Analysis and Design 2nd ed., Prentice-Hall, Inc.
Steel Structure 1 ENCV 605 004 3 Credits
Expected Learning Outcomes : CLO 2 (Problem Analysis) CLO 3 (Design)
CLO 9 (Individual and team work) CLO 10 (Communication)
Course Learning Outcomes (CLO) :
1. Be able to analyse steel structure capacity that experience compression, tensile, bending, shear and to ANAYSE the joint capacity with bolts and welds. (CLO 2)
2. Be able to design trusses structures (bridge or trusses) with steel structures (CLO 3)
3. Be able to work in teams in designing steel structures (CLO 9)
4. Be able to draw steel truss structures or pedestrians in working drawing according to engineering drawing principles and write a clear and organized design report (CLO 10)
Learning Experiences : 1. Interactive lectures
2. Carrying out design assignments related to roof truss structures or pedestrian bridge.
Syllabus :
Simple steel structure system; Types of steel structures;
Mechanical Properties; Factors affecting the steel quality, the stress-strain curve of steel, the properties of steel material;
Proportion of structural member with LRFD to tensile force, compressive force, bending force, shear force according to applicable standards; Analysis and design of steel structure elements: Tensile bar, compression bar, Elastic bending, Inelastic bending, Bidirectional bending, Shearing, Lateral torsion bending; Analysis and design of steel structure joints;
Bolt connection; HTB; Welded joints; Pedestrian bridge design / roof truss.
Prerequisites : Statics, Solid Mechanics, and Drawing Construction 2
Text Book References :
1. Spesifikasi untuk Bangunan Gedung Baja Struktural ; SNI 1729 : 2015
2. Segui,William T., Steel Design,5th edition, 2013
3. Manual of Steel Construction, Load Resistance Factor Design, Structural Members, Spesification & Codes Volume 1
4. Manual of Steel Construction, Load Resistance Factor Design, Structural Members, Spesification & Codes Volume 2
5. Structural Steel Design, Prentice Hall, 2012 Water Engineering 1
ENCV 605 005 3 Credits
Expected Learning Outcomes : CLO 2 (problem analysis) CLO 3 (design)
CLO 9 (teamwork)
Course Learning Outcomes (CLO) :
1. Be able to analyse hydrological data (CLO2)
2. Be able to design channels, culverts, spillways and reservoirs/ponds (CLO 3)
3. Be able to work in teams (CLO 9) Learning Experiences :
Students actively discuss in class in analysing problems of water infrastructure (Problem Based Learning)
Syllabus :
Determine the dimensions of canals, culverts, and overflow reservoirs / retention ponds based on the calculation of flooding plans and open channel hydraulics and determine the dimensions of reservoir / retention pond based on water balance calculation. Learning methods including introductory lectures, individual / group exercises, written quizzes / examinations, primary and secondary data surveys, group discussion, as well as presentation and writing of group assignment. The assignment includes the design of canals, culverts, spillways and reservoirs / retention ponds in a water catchment area (DTA) with an area not exceeding 50 Km2, based on information on topographical maps at 1: 25,000 scale, rainfall data and or in the vicinity of DTA, the survey results of domestic water demand and related regency / municipal social-economic data.
Prerequisites : Hydraulics Text Book References :
1. Bedient, Philip B. and Huber, Wayne C., 1992. Hydrology and Floodplain Analysis. Second Edition. Addison-Wes-