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DEEP EXCAVATION BLOG - NEWS AND ARTICLES

Ground Anchor Capacity Calculations
A ground anchor has two forms of capacity, a geotechnical and a structural resistance. The structural resistance of the tendons is...


3D surcharge loads
3D surcharge loads The software offers the possibility to include other 3-dimensional surcharges. In essence, all these loads are...

Strip Surcharges
Strip Surcharges - Distributed Loads Strip loads in DeepEX can be defined with linearly varying magnitudes in both vertical and...

Line Load Surcharges
Line Load Surcharges Line loads are defined with two components: a) a vertical Py, and b) a horizontal Px. It is important to note that...

Surcharges in DeepEX
Surcharges in DeepEX DeepEX enables the user to use a number of different surcharge types. Some of these surcharges are common with...

Vertical wall adhesion in undrained loading
Vertical wall adhesion in undrained loading Short term total stress conditions (i.e. undrained loading) represent the state in the soil...

Two Step Rectangular Pressure Diagrams
Two Step Rectangular Pressure Diagrams Very often, especially in the US, engineers are provided with rectangular apparent lateral earth...

Custom Trapezoidal Pressure Diagrams
Custom Trapezoidal Pressure Diagrams With this option the apparent earth pressure diagram is determined as the product of the active soil...

Modifications to stiff clay and FHWA diagrams
Modifications to stiff clay and FHWA diagrams Over the years various researchers and engineers have proposed numerous apparent lateral...

FHWA Recommended Apparent Earth Pressure Diagram
FHWA Recommended Apparent Earth Pressure Diagram for Soft to Medium Clays Temporary and permanent anchored walls may be constructed in...

FHWA Loading for Stratified Soil Profiles
FHWA Loading for Stratified Soil Profiles The apparent earth pressure diagrams described above were developed for reasonably homogeneous...

FHWA Apparent Earth Pressures
FHWA Apparent Earth Pressures The current version of DeepEX also includes apparent earth pressure with FHWA standards (Federal Highway...

Peck 1969 earth pressure envelopes
Peck 1969 Earth Pressure Envelopes After observation of several braced cuts Peck (1969) suggested using apparent pressure envelopes with...

Active and passive pressures for non-level ground
Active and Passive Pressures for Non-Level Ground Occasionally non-level ground surfaces and benches have to be constructed. The current...

Active and passive coefficients of lateral earth pressures
Active and Passive Coefficients of Lateral Earth Pressures DeepEX offers a number of options for evaluating the Active and Passive...

Undrained-Drained behavior for clays
Undrained-Drained Behavior for Clays in DeepEX Clay behavior depends on the rate of loading (or unloading). When “fast” stress changes...

Ground water analysis methods
Ground Water Analysis Methods in DeepEX This section examines the water analysis methods implemented in DeepEX software. DeepEX includes...
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