This paper aims to investigate the effect of combined end-and-side grouting on the bearing
properties of large-diameter rock-socketed bored piles in highly weathered rock layers. Eight …

The static loading test is undoubtedly the most reliable method for forecasting the ultimate
capacity of the large diameter bored piles (LDBP). However, in-situ loading of this class of …

Abstract Distributed Optical Fibre Strain Sensing (DOFSS) through Brillouin Optical Time-
Domain Analysis (BOTDA) can measure complete (continuous) strain profile and load …

Despite the difficulties in obtaining the ultimate capacity of the large diameter bored piles
(LDBP) using the in situ loading test, this method is the most recommended by several …

To predict the pile group behavior under lateral loads, the p-multiplier approach is
commonly used to modify the py curves of single piles with different P-multipliers for the …

The complexities and the economic computational infeasibility associated in some cases,
with three-dimensional finite element models, has imposed a motive for many investigators …

The full-scale static pile loading test is without question the most reliable methodology for
estimating the ultimate capacity of large diameter bored piles (LDBP). However, in most …

In this paper, in situ measurements of two well-instrumented loading tests performed on
large diameter bored piles (LDBP) have been utilized to assess the reliability of the …

The Cutter Soil Mixing (CSM) method, a relatively recent innovation, employs twin-wheel
milling and profound agitating machinery for wall construction. In an endeavor to scrutinize …

Large-diameter monopiles with a diameter exceeding 0.60 m provide optimized foundation
solutions for rather heavy structures. Egyptian code practice applies the basic design …