Introduction to Cut Slope Design & Topographic Surveying
1. Introduction to Cut Slope Design &
Topographic Surveying
Yonathan Admassu, PhD
James Madison University
2. Who are?
Geotechnical Engineers
Designing earth structures
consistent with data
Direct projects
BS in civil engineering
Engineering Geologists
Describe geologic
environment as applied to
engineering
Forecast future hazards
Make recommendations on
slope design, excavations,
tunnels
7. What are we going to do?
Day – 1: Topographic survey - Producing a
topographic map within a buffer zone along the proposed road. The
topographic map will be used to draw longitudinal sections and cut
slope design cross-sections.
Day – 2: Rock mass characterization -
Discontinuity data collection to perform kinematic analysis to
recommend safe slope angles.
Day – 3: Photogrammetry and cut slope design -
Taking photos and extracting discontinuities from point cloud
generated from SFM. Students will draw their design cross-sections.
8. Topographic Survey
1. Measure distances and angles to determine known points
2. Interpolate between known points to approximate actual surface
11. Topographic survey – Brunton compass & rod
Xelev = Yelev + a = Yelev + C * Sin α
Profile
No.
Profile
Azimuth
Station
No.
Lithology Xelev α C
Yelev = Xelev
+ C (sin α)
Field notebook headings
Editor's Notes
Examples of road cuts slope design to reduce rock falls and landsliding onto roads.
Images from Y Admassu
A cut slope design is designing an artificial slope during road construction. A cut slope consists of a slope, offset benches and catchment ditch. The slope is designed based on kinematic analysis. The bench is placed at optimum slope heights for blasting purposes. In this case, 40 ft is used. The width of the benches and catchment ditch is based on rockfall catchment charts.
Image by Y Admassu.
Slope angles are designed based on kinematic analysis of discontinuities plotted on stereonets.
Different types of failures show diagnostic patterns on sterograms.
Middle
drawings modified from Hoek & Bray 1981 by Ian Lauer (UNAVCO and Idaho State University)
An example of rockfall catchment chart is shown. The chart shows the percent of rockfall that can be caught for various bench or catchment ditch slopes for a 40 ft high slope. These charts are used
Charts from Pierson et al 2001 (Oregon DOT) http://www.dot.ca.gov/hq/esc/geotech/references/Rockfall_References/32_Pierson_Rockfall_Catchment_Area_Design_Guide.pdf
Right image: By Kbh3rd, CC BY-SA 3.0, https://commons.wikimedia.org/w/index.php?curid=12915572
Compass and staff is one of the most basic ways to survey but can provide students with a strong intuitive understanding of how to generate topographic maps.
The total station is an electronic theodolite (transit) integrated with an electronic distance meter (EDM) to read slope distances from the instrument to a particular point.
Laser scanner can determine the distance and angles to thousands of points per second.
Left image: https://scotthuckphoto.wordpress.com/2014/03/05/geology-sed-strat-spring-break-day – used with permission
Middle images: https://en.wikipedia.org/wiki/Theodolite
Right image: UNAVCO
Students will be provided elevations of the median point of the proposed roadway and they will then calculate elevations along the profile lines.
Students should calculate each of the points along the profile using this formula.
Field notes need to record these headings