[web] Added benchmark PDFs to repo via git-lfs.

.gitattributes

@@ -4,3 +4,4 @@
 *.hpp hooks.style=uncrustify
 web/**/*.jpg filter=lfs diff=lfs merge=lfs -text
 web/**/*.png filter=lfs diff=lfs merge=lfs -text
+web/**/*.pdf filter=lfs diff=lfs merge=lfs -text

web/content/docs/benchmarks/hydro-thermal/constant-viscosity.md

@@ -15,7 +15,7 @@ weight = 161
 
 ## Equations
 
-See [HT-Process.pdf](https://docs.opengeosys.org/assets/files/SelectedBenchmarks/HT/HT-Process.pdf).
+See [this PDF](../HT-Process.pdf).
 
 ## Problem description
 

web/content/docs/benchmarks/richards-flow/richards-flow.md

@@ -19,4 +19,4 @@ The Richards equation is often used to mathematically describe water movement in
 
 ## Problem setting
 
-TODO `assets/files/Documentation/Selected-Benchmarks/Richards/richards-2.pdf`
+See [this PDF](../richards-2.pdf) for the problem setting.

web/content/docs/benchmarks/small-deformations/lie-m-linear-single-fracture.md

@@ -17,7 +17,7 @@ title = "Linear; Single fracture"
 
 We solve a linear elastic small deformation problem with a pre-existing fracture using the lower-dimensional interface element (LIE) approach.
 
-See the [LIE_small_deformation.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/LIE_small_deformation.pdf) for detailed problem description.
+See [this PDF](../LIE_small_deformation.pdf) for detailed problem description.
 
 ## Results and evaluation
 

web/content/docs/benchmarks/small-deformations/mechanics-linear-disc-with-hole.md

@@ -17,7 +17,7 @@ weight = 111
 
 We solve a linear elastic small deformation problem on a quarter of a plate with hole put under tension on the top boundary.
 
-See the [Circular_hole.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/Circular_hole.pdf) for detailed problem description.
+See [this PDF](../Circular_hole.pdf) for detailed problem description.
 
 
 ## Results and evaluation

web/content/docs/benchmarks/small-deformations/mechanics-lubby2-shear-traction.md

@@ -17,7 +17,7 @@ weight = 112
 
 We solve a non-linear small deformation problem on a cube with shear traction on the top boundary face. The 3D problem is setup identical to the corresponding 2D problem.
 
-See the [lubby2.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/lubby2.pdf) for detailed problem description.
+See [this PDF](../lubby2.pdf) for detailed problem description.
 
 ## Results and evaluation
 

web/content/docs/benchmarks/small-deformations/mechanics-plasticity-single-surface.md

@@ -18,7 +18,7 @@ title = "Ehlers; Single-surface yield function"
 
 We use a seven-parametric yield function for geomaterials to describe the plastic response. The traixial compression test is setup.
 
-See the [Plasticity.pdf](https://docs.opengeosys.org/assets/files/Plasticity.pdf) for detailed problem description.
+See [this PDF](../Plasticity.pdf) for detailed problem description.
 
 ## Results and evaluation
 

web/content/docs/benchmarks/two-phase-flow/momas.md

@@ -19,4 +19,4 @@ This benchmark is dedicated to simulate the two-phase two-component flow in poro
 
 ## Results and evaluation
 
-See [MoMaS.pdf](https://docs.opengeosys.org/assets/files/SelectedBenchmarks/Twophase/MoMaS.pdf)
+See [this PDF](../MoMaS.pdf).