3D Modelling of Frozen Ground and Associated Volume ... - Plaxis
3D Modelling of Frozen Ground and Associated Volume ... - Plaxis
3D Modelling of Frozen Ground and Associated Volume ... - Plaxis
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<strong>3D</strong> <strong>Modelling</strong> <strong>of</strong> <strong>Frozen</strong> <strong>Ground</strong> <strong>and</strong> <strong>Associated</strong> <strong>Volume</strong> Expansion<br />
Joseph Sopko, <strong>Ground</strong> Freezing Services, Moretrench<br />
<strong>Plaxis</strong> was contracted by Moretrench to provide assistance in setting-up <strong>3D</strong> finite element models for the analysis<br />
<strong>of</strong> how ground freezing process <strong>and</strong> associated volume expansion would impact existing slurry wall panels. Thanks<br />
to PLAXIS Expert Services, valuable results have been obtained in terms <strong>of</strong> displacement <strong>and</strong> integrity assessment<br />
for the existing slurry walls.<br />
What is ground freezing?<br />
The ground freezing process converts pore<br />
water into ice by the continuous circulation <strong>of</strong> a<br />
cryogenic fluid within a system <strong>of</strong> small diameter,<br />
closed-end pipes installed in a pattern consistent<br />
with the shape <strong>of</strong> the area to be treated. The<br />
frozen pore water acts as a bonding agent, fusing<br />
together particles <strong>of</strong> soil or rock to significantly<br />
increase compressive strength <strong>and</strong> impart<br />
impermeability.<br />
Freeze pipes are typically installed vertically in the<br />
soil <strong>and</strong> connected in series-parallel. The coolant<br />
is pumped down a drop tube to the bottom <strong>of</strong> the<br />
freeze pipe <strong>and</strong> flows up the annulus, withdrawing<br />
heat from the surrounding soil. When the soil<br />
temperature reaches 32°F (0°C), ice begins to form<br />
around the pipes in the shape <strong>of</strong> vertical, elliptical<br />
cylinders. As the cylinders gradually enlarge with<br />
time, they interconnect to form a continuous wall.<br />
Once the frozen wall reaches design thickness, the<br />
freeze plant is typically operated at a reduced rate<br />
to maintain the condition.<br />
“PLAXIS pr<strong>of</strong>essionals assisted us tremendously in moving forward our<br />
analytical tools <strong>and</strong> ability to underst<strong>and</strong> the mechanics <strong>of</strong> our project... “<br />
Unlike other groundwater cut-<strong>of</strong>f <strong>and</strong> excavation<br />
support techniques, ground freezing is a<br />
minimally invasive technique that requires<br />
only limited physical penetration into the<br />
ground <strong>and</strong> propagates thermally, rather than<br />
by displacement. The ground remains largely<br />
undisturbed during freeze pipe installation <strong>and</strong> the<br />
freezing process <strong>and</strong>, in most instances, reverts<br />
to its original state once freezing is discontinued.<br />
<strong>Ground</strong> freezing provides both excavation support<br />
<strong>and</strong> groundwater control. While the use <strong>of</strong> ground<br />
freezing for the construction <strong>of</strong> deep shafts<br />
through water-bearing soils is the most common<br />
application, the technique is also appropriate for<br />
mining <strong>of</strong> cross passages <strong>and</strong> connector tunnels,<br />
stabilization <strong>of</strong> mixed-face tunnels, frozen-arch<br />
canopies, <strong>and</strong> containment <strong>of</strong> contamination.<br />
Finite element modelling<br />
The dimension <strong>of</strong> the FE model is 100m*50m*60m.<br />
Only half <strong>of</strong> the geometry has been modelled<br />
due to symmetry conditions. The model contains<br />
a total <strong>of</strong> 64,000 elements <strong>and</strong> 90,000 nodes (i.e<br />
FE mesh<br />
Calculated displacement after ground frozen<br />
20 <strong>Plaxis</strong> Bulletin l Spring issue 2013 l www.plaxis.nl
270,000 d<strong>of</strong>). Each finite element has 10 nodes.<br />
The slurry wall panels have been defined around a<br />
11m diameter shaft. The frozen pipes have been<br />
placed along a series <strong>of</strong> concentrated circles.<br />
In PLAXIS the frozen process is modelled in<br />
sequence by applying an isotropic volumetric<br />
prescribed strain <strong>of</strong> 1.5 % (so 0.5% in X-direction,<br />
0.5% in Y-direction, 0.5% in Z-direction ) followed<br />
by replacing the properties <strong>of</strong> the swollen clusters<br />
by those <strong>of</strong> frozen soil after each expansion phase.<br />
The model consists <strong>of</strong> the following construction<br />
sequence:<br />
• Initial stress definition <strong>and</strong> initial water level<br />
• Slurry wall construction<br />
• Excavation<br />
• <strong>Ground</strong> freezing part I at diameter D1<br />
• <strong>Ground</strong> freezing part II at diameter D2>D1<br />
• <strong>Ground</strong> freezing part III at diameter D3>D2<br />
• <strong>Ground</strong> freezing part IV at diameter D4>D3<br />
Vacancy: Advisor PLAXIS Expert Services<br />
<strong>Plaxis</strong> bv is currently looking for an advisor to<br />
strengthen our expert services team.<br />
The advisor is expected to plan, execute<br />
<strong>and</strong> report projects <strong>and</strong> results on his/her<br />
own. He/she also acts as project leader <strong>and</strong><br />
maintains contacts with clients, universities<br />
<strong>and</strong> other external parties.<br />
“The implementation <strong>of</strong> PLAXIS to applications <strong>of</strong> artificial ground freezing<br />
has significantly advanced the analysis <strong>of</strong> complex problems... “<br />
For more information please visit:<br />
www.plaxis.nl/jobs<br />
PLAXIS Expert Services added value:<br />
• Quick start on the job<br />
• Set-up <strong>of</strong> fully optimized <strong>and</strong> ready to run <strong>3D</strong><br />
FE models<br />
• Regular model review<br />
• Next business-day advanced technical<br />
assistance<br />
Customer quotes<br />
The implementation <strong>of</strong> PLAXIS to applications<br />
<strong>of</strong> artificial ground freezing has significantly<br />
advanced the analysis <strong>of</strong> complex problems,<br />
particularly the mechanics associated with ground<br />
expansion as well as the decrease in frozen soil<br />
strength with time under load.<br />
Applying PLAXIS to this problems was a<br />
major undertaking for our engineers. PLAXIS<br />
pr<strong>of</strong>essionals assisted us tremendously in<br />
moving forward our analytical tools <strong>and</strong> ability to<br />
underst<strong>and</strong> the mechanics <strong>of</strong> our project as well as<br />
being able to present the results to our client with<br />
incredible output graphics.<br />
The PLAXIS consultants eagerly accepted the<br />
challenge, fully understood our concerns <strong>and</strong><br />
rapidly <strong>and</strong> efficiently assisted us in generating<br />
the models that accurately simulated the complex<br />
issues with stress <strong>and</strong> deformation on existing<br />
structures. Their assistance has enabled us to<br />
make PLAXIS a readily available tool to analyse<br />
a wide arrange <strong>of</strong> ground freezing challenges.<br />
Their knowledge, accuracy <strong>and</strong> efficiency are<br />
unsurpassed in this industry.<br />
About Moretrench<br />
Moretrench is geotechnical contractor delivering<br />
geotechnical solutions to the underground,<br />
industrial <strong>and</strong> environmental remediation<br />
industries. Moretrench <strong>of</strong>fers a wide range <strong>of</strong><br />
specialized services with skilled <strong>and</strong> experienced<br />
engineering teams in the field <strong>of</strong> dewatering<br />
<strong>and</strong> groundwater control, ground freezing,<br />
earth retention <strong>and</strong> anchors, deep foundations,<br />
underpinning, grouting <strong>and</strong> ground improvement,<br />
environmental remediation.<br />
Stress development in the slurry panel<br />
www.plaxis.nl l Spring issue 2013 l <strong>Plaxis</strong> Bulletin 21