Civil Engineering Reference Manual for the PE Exam, 15th Ed by Michael R. Lindeburg PE

By Michael R. Lindeburg PE

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Comprehensive Civil PE examination Coverage

The Civil Engineering Reference handbook is the main finished textbook for the NCEES Civil PE examination. This book's time-tested association and transparent reasons commence with the fundamentals that can assist you speedy wake up to hurry with universal civil engineering suggestions. jointly, the ninety chapters supply an in-depth evaluation of the entire issues, codes, and criteria indexed within the NCEES Civil PE requirements. The wide index comprises hundreds of thousands of entries, with a number of entries incorporated for every subject, so that you can locate the themes referenced irrespective of the way you search.

This publication features:
  • over a hundred appendices containing crucial aid material
  • over 500 clarifying examples
  • over 550 universal civil engineering phrases outlined in an easy-to-use glossary
  • thousands of equations, figures, and tables
  • industry-standard terminology and nomenclature
  • equal help of U.S. favourite and SI units
After you move your examination, the Civil Engineering Reference guide will proceed to function a useful reference all through your civil engineering career.

Exam subject matters Covered

  • Civil Breadth: Project making plans; capability and strategies; Soil Mechanics; Structural Mechanics; Hydraulics and Hydrology; Geometrics; fabrics; website Development
  • Construction: Earthwork building and format; Estimating amounts and prices; building Operations and strategies; Scheduling; fabric quality controls and construction; transitority buildings; wellbeing and fitness and protection. For extra building intensity assurance, try out the Construction intensity Reference Manual.
  • Geotechnical website Characterization; Soil Mechanics, Laboratory trying out, and research; box fabrics checking out, tools, and safeguard; Earthquake Engineering and Dynamic quite a bit; Earth constructions; Groundwater and Seepage; problematical Soil and Rock stipulations; Earth holding buildings; Shallow Foundations; Deep Foundations
  • Structural: research of buildings; layout and information of constructions; Codes and development. For extra Structural assurance, try out the Structural Engineering Reference Manual.
  • Transportation: site visitors Engineering; Horizontal layout; Vertical layout; Intersection Geometry; Roadside and Cross-Section layout; sign layout; site visitors regulate layout; Geotechnical and Pavement; Drainage; possible choices research. For extra Transportation intensity insurance, try out the Transportation intensity Reference Manual.
  • Water assets and Environmental: Analysis and layout; Hydraulics–Closed Conduit; Hydraulics–Open Channel; Hydrology; Groundwater and Wells; Wastewater assortment and therapy; Water caliber; consuming Water Distribution and remedy; Engineering fiscal Analysis

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Additional info for Civil Engineering Reference Manual for the PE Exam, 15th Ed

Example text

Example Case 6. Singapore MRT, 20 April 2004. 4). 0 m thick diaphragm wall which was 35–45 m deep without rock socket. 5 m below ground. 5 m below ground (Layer 2 not yet constructed when collapse occurred). Causes of failure: under-design of the strutting system, incorrect use of Finite Element Method, no proper design reviews, disregard of different warnings, for example, excessive wall deflections and surging inclinometer readings, poor construction quality, ineffective instrumentation and monitoring system, failure to implement risk management.

Oslo Metro Tunnel, Norway, 2004. At the junction where the two tunnels met in an acute angle, tunnel cave-in after removal of most of the rock pillar between the tunnels. Possible cause of failure: unfavourable direction of the bedding planes in relation to the geometry and span of the tunnels; over excavation of the rock pillar and the removal of the remaining rock pillar and old concrete wall before the planned concrete pillar was constructed. Lessons learnt: the importance of adequate ground investigation; the need to follow the sequence of rock support installation in accordance with the design plans during construction.

Indd 10 Geological structures including dykes, faults and shear zones, possibly containing low shear strength minerals, Orientations, spacings, persistences and shear strengths of joint sets in the rock mass, Values and distributions of the compressive strengths and elastic properties of the rock materials, Rock mass classification values and their use in estimating rock mass properties, Lack of knowledge of the behaviour of the rock and rock mass under high stress, Weathered or otherwise weakened rock, High water pressures, High water inflows, including from karst features, Estimated pre-excavation stresses and the effects of geological structures and rock mass anisotropy and heterogeneity on those estimates, High horizontal pre-excavation stresses, even at relatively shallow depths, and Excavation-induced seismicity, including the effects of geological structures.

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